Bid Proposal for AMG and Associates, Inc. (available in the City Clerk's Reading File)

Santa Clarita City Council
December 10, 2024

Document: Bid Proposal for AMG and Associates, Inc. (available in the City Clerk's Reading File)
Meeting: December 10, 2024
Body: Santa Clarita City Council
Pages: 18
Original file: 56.6 MB

Text extracted from the city's file for reading and search. Open the original on santaclaritacityca.iqm2.com. That file is the official record.

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Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784

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Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 6725$*(

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Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784

STAGING
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NO SCREEN MATERIAL

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56.0' 33.2'

4.4'
END FENCE AT BLDG WALL, 2" MAX CLEAR

GAP BETWEEN FENCE AND BLDG WALL

1.0'

EX CONC/ PAVER EDGE

SET FENCE CORNER/GATE END POST
WHERE GUTTER TERMINATES.

PLACE FENCE 1' INSIDE OF EX CURB FACE
SET FENCE 1' INSIDE OF

EX CURB FACE
NOTE: CONTRACTOR

TO ADJUST FENCE AS

REQUIRED TOPERFORM THE WORK
1 1/2 0 12
20 10 0 20 40
INCHES
FEET

CONSTRUCTION LEGEND
x Temporary Construction Fence Panels
o Panel Length = 12'; Height = 6' - SEE NOTE HEREON ON CUSTOMIZED PANEL LENGTHSo Outside vertical and horizontal frame = 1-3/8” diameter tubing, .065 (16 gauge) wall thickness with hot dipped galvanized coating
o One vertical (full length) and two horizontal braces (each side of vertical brace) using 1-3/8” diameter tubing (.065 16-gauge wall thickness), with hot dipped galvanized coating o All tubing will be connected using full penetrating welds, exposed welds are coated with a spray on galvanized coating
o Attach fence fabric to all frame tubing, including corners, with aluminum wire ties every 6” on centero Chain link fabric is 11 gauge, 2” mesh with hot dipped galvanized coatingo The bottom side of the vertical end post must be open for installation on the stand male posto Commercial Mesh Screening per spec below x Temporary Construction Panel Stands
o Galvanized Constructiono All tubing except for the upright supports are made from 1-3/8” diameter tubing, .065 16-gauge wall thickness), with hot dipped galvanized coating
o Upright male supports must allow the 1-3/8” vertical panel tubes to slide over with a snug fito Upright male supports will be fabricated from tubing with a .065 (16 gauge) wall thicknesso All tubing will be connected using full penetration welds, exposed welds are coated with a spray on galvanized coating
x Hardware
o Gate hardware kits / 5 GATES
Double swing configuration - Two 10-foot panels each with a gate helper wheel 1- 3/8” O.D. Collar 2- 3/8 O.D. Fork latch 2- 1 3/8” O.D. Female hinge 2- 1 3/8” O.D. Male hinge All required nuts and bolts All hardware to be galvanized o Panel to panel clamps / 83 PANELS X 2 = 166
1/ 3/8 double clamps All required nuts and bolts All hardware to be galvanized x High Visibility Anchor Fence Weights / 83 PANEL STANDS X 2 = 166 o 30 Pound eacho Two per panel stando Designed to fit over panel stands o Designed to fit flush to the ground
o Orange safety color
x Commercial Open Mesh Screening / 47 SCREENS
o 11' 6” X 5' 6”o Greeno 600 Serieso Screen opacity, 89% Blockageo Gromets at each corner and every 6” for attachment at all frame tubes (top, bottom, ends, center vertical, center horizontal)
o Secure using heavy duty ¼” UV rated zip tieso Cut all zip ties flush x Scope of Work Includes the Following: Purchase all listed materials, assembly of all listed materials, installation of all listed materials, and any and all required maintenance from issuance of the notice to proceed to city approval of the final payment request. Installation shall commence following issuance of the second notice to proceed.
x All materials are to be new, no used materials will be allowed INSTALL TEMP. CONSTRUCTION FENCE
(6' HIGH) PER SPECS HEREON INCLUDE

SCREEN UNLESS OTHERWISE NOTED
INSTALL 20' WIDE ACCESS GATE PER

SPECS HEREON

FENCE / GATE SPECS
C-102 CONSTRUCTION SITE FENCE PLAN
NOTES:

1. FENCE LAYOUT SHOWN MAY BE ADJUSTED SLIGHTLY
TO MAINTAIN STANDARD PANEL LENGTHS. SOME
PANELS WILL REQUIRE LENGTH MODIFICATION.

FENCE PANEL BASE SUPPORTS NOT TO SCALE.

2. SEE APPROVED TEMPORARY FIRE ACCESS PLAN
ATTACHED AT THE END OF THIS PLAN SET. DEMO LIMITS
Cristian Nalbandian
Wednesday, December 27, 2023 3:20:43 PM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD\950 DRAWINGS\C102-SC RSR-FENCE_TEMPACCESS.DWG 250 Commerce | Suite 200 | Irvine | California | 92602 www.railpros.com Phase II Bid to include acceptance of fencing layout and materials as installed at issuance of the Notice to Proceed THE RINK SPORTS PAVILION PHASE II CONSTRUCTION FENCING NOTES FOR REFERENCE ONLY. OTHER INFORMATION NOT A PART OF THE PHASE II BID

PHASE I CONSTRUCTION GRADING - SHEET FOR REFERENCE PURPOSES ONLY Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GA

E E E E
E E
W
CVT
DS
R
R
FH
B B
DC
V
V
V
(1395)
(1394)
(1393)
(1395)
(1394)
(1395)
(1394)
(1394)
(1393)
(1394)
( 6)
1392
1393 (1394)
(1394)
CPB
MH
CONC
GRASS
AC
AC
CONC
CONC
GRASS
GRASS
GRASS
EX. GYM BUILDING
AC
CONC
Cristian Nalbandian
Tuesday, December 19, 2023 3:12:31 PM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD\950 DRAWINGS\C303-SC RSR-GRADING PLAN PH3.DWG 250 Commerce | Suite 200 | Irvine | California | 92602 www.railpros.com C-303 FINISH PAD / GRADING BACKFILL NOTE: PAD BOUNDARY NOTE: GRADING NOTE: UTILITY NOTE:
1395)
(1394)
LOWER SUB-GRADE BY 7" TOACCOMODATE 186 CY OF SPOILS.BALANCE OF SPOILS SHALL BEHAULED OFF-SITE BY CONTRACTOR 115 FT X 75 FT
THE RINK SPORTS PAVILION PHASE IICONSTRUCTION FENCING NOTES FORREFERENCE ONLY. OTHER INFORMATIONNOT A PART OF THE PHASE II BID

PHASE I CONSTRUCTION GRADING - SHEET FOR REFERENCE PURPOSES ONLY Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 David Berryman
Tuesday, January 16, 2024 9:43:54 PM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD\950 DRAWINGS\C304-SC RSR-RINK CROSS SECTIONS.DWG 250 Commerce | Suite 200 | Irvine | California | 92602 www.railpros.com C-304 ROLLER RINK CROSS SECTIONS NOTE: PROVIDE

SHORING AS

NECESSARY TOPROTECT EXISTING

WALKWAY IN PLACE
R. T. Frankian & Associates (RTF&A) has reviewed the geotechnical aspectsof this plan. The plan is found to be in general conformance with the recommendations of the RTF&A geotechnical reports(s) for this project date: ____________________________________________________________ ____________________________________________________________ ____________________________________________________________ Geotechnical Engineer Date 01/26/2024 Reports Dated 6-20-2023 RTF&A Job Number 2004-037 Alan W. Rasplicka 2558 Alan W. Rasplicka 2558 The construction requirements and the materials to be used beneath the pavers shouldconform with the paver manufacturers specifications. Soil subgrade below pavers to bescarified to a depth of at least 6 inches, moisture conditioned to optimum moisturecontent, and compacted to at least 95 percent of the maximum dry density of the soil(See page 14 and remainder of RTF&A 6/20/2003 report for JN 2004-037).

Phase I Grading
THE RINK SPORTS PAVILION PHASE IICONSTRUCTION FENCING NOTES FORREFERENCE ONLY. OTHER INFORMATIONNOT A PART OF THE PHASE II BID

PHASE I CONSTRUCTION GRADING - SHEET FOR REFERENCE PURPOSES ONLY Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 IRPB
DS
R
ELPB
FH B
B
ELPB
CPB
DS
R
V
CVT
RAMP

PARKING LOT
AC
AC
PAVERS
CONC
PAVERS
CONC
DIRT
DIRT
DIRT
DIRT
DIRT
+
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1395
1393
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1394

BUILDING

TEMPORARY

CONSTRUCTION
FENCE

TEMPORARY

CONSTRUCTION
FENCE

TEMPORARY

CONSTRUCTION
FENCE

TEMPORARY

CONSTRUCTION
FENCE
AC

GRADE BREAK (TYPICAL)

GRADE BREAK (TYPICAL)

GRADE BREAK (TYPICAL)

GRADE BREAK (TYPICAL)

1. MAPPING
TOPOGRAPHIC MAPPING WAS COMPILED AT A SCALE OF 1"=30', WITH A 1 FOOT CONTOUR INTERVAL FROM DATA COLLECTED IN A FIELD SURVEY PERFORMED USING CONVENTIONAL EQUIPMENT AND PROCEDURES ON OCTOBER 16, 2024, AT THE REQUEST OF THE CITY OF SANTA CLARITA.2. BASIS OF BEARINGS AND COORDINATES THE BASIS OF BEARINGS FOR THIS SURVEY IS THE CALIFORNIA COORDINATE SYSTEM NAD83, ZONE 5, EPOCH 2017.50 AS

DETERMINED LOCALLY BY A LINE BETWEEN CONTINUOUS GLOBAL POSITIONING STATIONS (CGPS) AND/OR CONTINUOUS OPERATING REFERENCE STATIONS (CORS) VNCX & CTDM BEING NORTH 25-12-39 WEST AS DERIVED FROM GEODETIC VALUES PUBLISHED BY THE CALIFORNIA SPATIAL REFERENCE CENTER (CSRC).

3. ELEVATIONS
THE VERTICAL DATUM OF THIS SURVEY IS THE NORTH AMERICAN VERTICAL DATUM OF 1988 (NAVD88), PER GPS AND CONVENTIONAL TIES AND GEOID MODELING (GEOID12B) TO LACFCD BENCHMARK NUMBER VL7074, BEING A LA CO DPW TAG HAVING AN ELEVATION OF 1260.45 US SURVEY FEET.

SURVEY NOTES
N:\projects\0436\15 The Rink Sports Pavillion Survey\geo\cad\0436-15_grading_exhibit.dwg 0436.15 0436-15_grading_echibit.dwg 1" = 30' 1 OF 1

SANTA CLARITA, CA

SANTA CLARITA SPORTS COMPLEX

THE RINK SPORTS PAVILION

GRADING EXHIBIT
0 SCALE: 1"=30'
30 60

I HEREBY CERTIFY THAT THIS SURVEY WAS PREPARED,

AND THE RELATED SURVEY WORK WAS PERFORMED BY
ME OR UNDER MY DIRECT SUPERVISION.

BENJAMIN P. HARDIN, PLS 8552 DATE
10/17/2024
Phase I Grading - Survey of graded site
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R. T. Frankian & Associates (RTF&A) has reviewed the geotechnical aspectsof this plan. The plan is found to be in general conformance with the recommendations of the RTF&A geotechnical reports(s) for this project date: ____________________________________________________________ ____________________________________________________________ ____________________________________________________________ Geotechnical Engineer Date 09/10/2024 Reports Dated 6/20/2023 RTF&A Job Number 2004-037 Alan W. Rasplicka 2558 Alan W. Rasplicka 2558 26027 Huntington Way, Suite A, Santa Clarita, CA 91355 661-257-5800 SHEET 138 OF 253
C8 bolted to bottomchords of 24K
Docusign Envelope ID: 1AB85B74-93EB-43CE-A870-5FCD00943784 Certificate Of Completion
Envelope Id: 1AB85B7493EB43CEA8705FCD00943784 Status: Completed Subject: Please DocuSign: The Rink Sports Pavilion, Phase II - Construction, P3034 Addendum No. 3 Source Envelope:

Document Pages: 132 Signatures: 2 Envelope Originator:

Certificate Pages: 2 Initials: 6 ANDREA HERNANDEZ
AutoNav: Enabled
EnvelopeId Stamping: Enabled
Time Zone: (UTC-08:00) Pacific Time (US & Canada)
23920 Valencia Boulevard
City of Santa Clarita, CA 91355
[email protected]
IP Address: 216.152.79.2
Record Tracking
Status: Original
10/31/2024 2:51:17 PM
Holder: ANDREA HERNANDEZ
[email protected]
Location: DocuSign
Signer Events Signature Timestamp
Araz Valijan
[email protected]
Security Level: Email, Account Authentication
(Optional)
Signature Adoption: Pre-selected Style
Using IP Address: 216.152.79.2
Sent: 10/31/2024 3:05:19 PM
Viewed: 10/31/2024 3:21:48 PM
Signed: 10/31/2024 3:25:42 PM
Electronic Record and Signature Disclosure:

Not Offered via DocuSign
Jackie Lillio
[email protected]
Security Level: Email, Account Authentication
(Optional)
Signature Adoption: Pre-selected Style
Using IP Address: 216.152.79.2
Sent: 10/31/2024 3:26:00 PM
Viewed: 10/31/2024 3:45:02 PM
Signed: 10/31/2024 3:45:23 PM
Electronic Record and Signature Disclosure:

Not Offered via DocuSign
Shannon Pickett
[email protected]
Security Level: Email, Account Authentication
(Optional)
Signature Adoption: Pre-selected Style
Using IP Address: 216.152.79.2
Sent: 10/31/2024 3:45:41 PM
Viewed: 10/31/2024 3:49:30 PM
Signed: 10/31/2024 3:50:27 PM
Electronic Record and Signature Disclosure:

Not Offered via DocuSign
Damon Letz
[email protected]
Security Level: Email, Account Authentication
(Optional)
Signature Adoption: Drawn on Device
Using IP Address: 216.152.79.2
Sent: 10/31/2024 3:50:42 PM
Viewed: 10/31/2024 3:59:22 PM
Signed: 10/31/2024 4:03:08 PM
Electronic Record and Signature Disclosure:

Not Offered via DocuSign
In Person Signer Events Signature Timestamp
Editor Delivery Events Status Timestamp
Agent Delivery Events Status Timestamp
Intermediary Delivery Events Status Timestamp
Certified Delivery Events Status Timestamp
Carbon Copy Events Status Timestamp

ANDREA HERNANDEZ
[email protected]

CITY OF SANTA CLARITA
Security Level: Email, Account Authentication
(Optional)
Sent: 10/31/2024 4:03:28 PM
Electronic Record and Signature Disclosure:

Not Offered via DocuSign
Witness Events Signature Timestamp
Notary Events Signature Timestamp
Envelope Summary Events Status Timestamps
Envelope Sent Hashed/Encrypted 10/31/2024 3:05:19 PM
Certified Delivered Security Checked 10/31/2024 3:59:22 PM Signing Complete Security Checked 10/31/2024 4:03:08 PM Completed Security Checked 10/31/2024 4:03:29 PM
Payment Events Status Timestamps

ANIL VERMA ASSOCIATES, INC.

ADDENDUM 4 NARRATIVE (Delta B) 11/01/2024

THE RINK SPORTS PAVILION PROJECT
CITY OF SANTA CLARITA P-3034A Page 1 of 3
ADDENDUM 4 (Delta B)
PROJECT NAME: THE RINK SPORTS
PAVILION DATE: 11/01/2024
PROJECT #: P3034 TO: Araz Valijan, Ross Pistone,
Jackie Lillio, Project Design Team
PROJECT MANAGER: Jim Keenan, AVA
Description:

The following revisions and clarifications to the Contract Documents (plans and specifications) shall become a part of the Contract Documents. All bidders/contractors are required to incorporate all necessary changes, additions, or deductions into their proposals. The plan revisions are clouded with Delta A. Specification revisions are shown with track changes and updated footer and header.

GENERAL

1. SHEET G101 Index Sheet: Clouded Addendum sheets. Added addition reference sheets.

ARCHITECTURAL

2. SHEET A-110 GL Floor Plan: Addendums 3 (Delta A) & 4 (Delta B) Clouded. Window callouts added.

3. SHEET A-130 ML Roof Plan HVAC Pad Level: Addendum 4 (Delta B) Clouded. Window callouts added.

4. SHEET A-140 Roof Plan: Addendums 3 (Delta A) & 4 (Delta B) Clouded. Hatch callouts added.

5. SHEET A-201 Building Elevations: Addendums 3 (Delta A) & 4 (Delta B) Clouded. Window callouts added.

6. SHEET A-202 Building Elevations: Addendums 3 (Delta A) & 4 (Delta B) Clouded. Window callouts added.

7. SHEET A-441 Bleacher/Storage Enlarged Plans: Addendum 4 (Delta B) Clouded. Window callouts added.

8. SHEET A-505D Thermal and Moisture Protection: Addendum 4 (Delta B) Clouded. Revised Dtls #4 & #7.

9. SHEET A-506 Door Details: Addendums 3 (Delta A) & 4 (Delta B) Clouded. Revised Dtls #1 & #2.

10. SHEET A-508 Window Type and Frame Details: Addendums 3 (Delta A) & 4 (Delta B) Clouded. Revised Dtls #6 thru & #9.

11. SHEET A-509A Window Types: Addendum 4 (Delta B) NEW SHEET.

12. SHEET A-509B Window Details: Addendum 4 (Delta B) NEW SHEET.

13. SHEET A-601 Door and Window Type Schedule: Addendum 4 (Delta B) Clouded. Revised Detail references on Door Schedule.

14. SHEET A-611 Window Types and Schedule: Addendums 3 (Delta A) & 4 (Delta B) Clouded. Revised Window Schedule and window type details.

15. SHEET A-612 Window Types: Addendum 4 (Delta B) Clouded. Revised Window type details.

16. SHEET A-621 Room Finish & Toilet Accessory Schedule: Addendums 3 (Delta A) & 4 (Delta B) Clouded.

Revised finishes on schedule.

CIVIL

17. SHEET C-301 Utility Plan: Added Notes and callouts for Allowance #2 to provide for additional sewer extension should the existing point of connection not match the as-built condition.

SPECIFICATIONS

1. SECTION 00 01 10 Table of Contents: Added New Section. Added Exhibit T reference

2. SECTION 01 21 00 Allowances: New Section

3. SECTION 08 33 00 Electric Rolling Counter Shutter with Integral Frame: Revised Manufacturer.

4. SECTION 08 33 13 Rolling Counter Shutter with Integral Frame: Revised Manufacturer.

5. SECTION 09 68 00-6 Carpeting: Revised Manufacturer.

6. SECTION 09 68 13-6 Carpet Tile: Added Manufacturer.

END OF ADDENDUM #4 NARRATIVE

EXHIBIT B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 11/08/2024
UP
UP
B
A-202
B
A-201
A
A-202
A
A-201
A
A-302
B
A-301
11804 SF

ROLLER SKATE
RINK /

PICKLEBALL /

VOLLEYBALL /

BASKETBALL
COURT
117
416 SF

SKATE RENTAL
SHOP
112
230 SF
OFFICE
110
119 SF

ELEC RM
109
1 2 3
D
B
A
A
A-301
53 SF
STAIR-2
115
108 SF

TICKETING
111
158 SF
ENTRY
116A
1149 SF

PRIVATE PARTY

SECTION
122
973 SF

KITCHEN &

CONCESSION
KIOSK
119
75' - 0"
308 SF
SKATE

CHANGING

BENCHES
118
211 SF

LOCKERS
113 58 SF
FAMILY

RESTROOM
114
C
B
A-302
ADA
30"x48"
ADA
30"x48"
ADA
30"x48"
ADA
36"x48"
733 SF

SEATING AREA
121
ADA
30"x48"
ADA
30"x48"
A-431
2 A-431
4 A-411
1 A-412
1 A-431
5 2' - 6"
ADA
30"x48"
A-451
1 2
1 5
6 7
10 14
6 5
10 11
A-421
1 A-441
1 A-441
2 20
22 SF
STO
125
A-412
4 5' - 9" 6' - 5 3/4" 4' - 10 1/4" 4' - 10"
28' - 4 3/4" 8' - 5" 16' - 2 1/4"
ADA
30"x48"
83 SF

FIRE RISER RM
107
278 SF
MEN'S

RESTROOM
106
398 SF

WOMEN'S

RESTROOM
103
213 SF

DJ BOOTH
101
59 SF
VESTIBULE 1
102
30 SF

JANITOR
104
45 SF
VESTIBULE 2
105
58 SF
STAIR-1
108
96 SF

SPORTS EQPMT

STORAGE
126
ADA
30"x48"
72 SF

CUSTOMER LINE
116D
23 SF

UTILITY
124
5 53' - 0" 45' - 0" 45' - 0" 53' - 0"
196' - 0"
26' - 6" 26' - 6" 53' - 0"
2' - 6"
2' - 6"
2' - 6"
2' - 6" 4' - 9 3/8"
3 8
11 12
16 17
15 4' - 6" 4' - 0" 5' - 8 1/2" 7' - 3 1/2" 33' - 0" ADA 30"x48" ADA 30"x48" ADA
30"x48"
ADA
30"x48"
ADA
30"x48"
ADA
30"x48"
15' - 0"
A-519
1 A-519
2 2' - 7"
4' - 3"
5' - 0" 3' - 6"
8' - 5" 6' - 0 1/2" 8' - 8" 7' - 3" 2' - 5"
3 2
1 9
35 KR-1 KR-1 KR-1 KR-1
ADA
30"x48"
A-453
1 4
13 1459 SF

DECK AREA
116C
1150 SF

CIRCULATION
AREA
116B
A-520
1 A-520
5 A-520
8 A-520
4 A-521
1 A-521
10 A-521
6 A-521
2 A-521
7 A-521
3 A-521
12 A-521
4 A-522
10 A-520
11 A-520
7 A-520
3 A-520
9 A-520
2 A-520
6 A-522
6 A-522
2 A-522
11 A-522
7 A-522
3 A-522
8 A-522
4 A-523
5 A-523
1 A-523
6 A-523
2 A-523
11 A-523
7 A-523
4 1
A-403
1242 SF

BLEACHERS
127
4 13
106' - 0"
8' - 0" 2' - 0" 16' - 0" 24' - 6"
2' - 6"
24 A-518
1 W8
A-518
2 A
A-462
B
A-462
A
A-461
B
A-461
13' - 6 1/8"
W8
W4
W5
W6
W5
W2
W3
W3
W5
W7
W4
W6
W5
W5
W12 W5
P1
P1
P1
P2
P2
P5
P4
P26
P8
P17
W1
W1
P20 P21
P22
P23
A-512
9 P24
P1
P9
P11
P10
P10
P3
P10
P7
P10
P9
W11 W10
P11
P5 P8
P5
P2
P2
A-521
8 P6
P5
P11
P11
P9
P10
P13
P13
P8
P24
P15
P2
P2
P15 P15
P15
P15
P15
P15
P16
P17
P16
P25
P18
P10
W7
2 A-403
1 A-404

ADA PUSH PLATE

DOOR ACTUATOR,
SEE DET. 12/AG-301

ADA PUSH PLATE

DOOR ACTUATOR,
SEE DET. 12/AG-301

ADA PUSH PLATE

DOOR ACTUATOR,
SEE DET. 12/AG-301
(SIM)
1' - 6"

FOR ALCOVE

CLEARANCES
, REFER TO
3/AG-302

FOR ACCESSIBLE

DF, REFER TO
SHEET 6/AG-303

FOR ACCESSIBLE

DF, REFER TO
SHEET 6/AG-303
4 31
7 8
24' - 0"
3' - 6" 5' - 0" 3' - 6" 33' - 0" 3' - 6" 5' - 0"
2' - 6" EQ 6' - 5" EQ 15' - 0 3/8" 26' - 1" 1' - 7"
EQ
6' - 3 1/4"
5' - 3 1/8" 5' - 3 1/8"
6' - 3 1/4"

ADA PUSH PLATE

DOOR ACTUATOR,
SEE DETAIL 12/AG-301
A
A-472
C
A-472
B
A-472
6"
1' - 9"
3' - 0 3/8" 7 5/8"
3--8"
1'-6"
3'-8"
1'-6"
18 LADDER
W12
12 1' - 6"
12' - 0"
7' - 9 5/8"
2% MAX

SLOPE, TYP
23 R=59'-0", TYP
8' - 0 1/2" 7' - 5 1/2"
2% MAX

SLOPE, TYP
5' - 0" 12' - 8 1/2" 2' - 6" 7' - 0"
3'-3" 2' - 9" 9' - 3" 15' - 10"
28 REFER TO SHEET
8/A-512 FOR

WATER HEATER

WALL SUPPORT
4' - 11 1/4" 5' - 11"
3' - 2 1/8"
6' - 0 1/2"
1' - 11 1/4"8' - 2 1/4"
1' - 9"
R 26' - 0"
R 33' - 6"
R
26' - 0"
R 35' - 6"
R 33' - 6"
R 26' - 0"
R 26' - 0"
23' - 0"
5' - 6" 17' - 6" 9' - 0"
8' - 6" 14' - 6 1/8"
113' - 0 1/8"
23' - 0"
5' - 6" 17' - 6" 9' - 0"
4' - 6 5/8"
15' - 8 3/4"
R 69' - 5 1/2"
R 68' - 6"
R
5 9' - 0"
R 59' -
0"
1' - 10 1/8"
18' - 6 3/8" 18' - 6 3/8" 1' - 10 1/8"
A
A
2' - 6" 2' - 6"
2' - 6"
8" DIA GFRC, REFER
TO DETAIL 12
A-522
A
W-U
W-V
W-W1 W-W2
W-P
14 B
B
B
B
B B
B
B
A-612
Z
8" CMU
6" METAL STUD
8" METAL STUD
10" METAL STUD
4" METAL STUD

METAL STUD WIDTH SIZE LEGEND

2.5" METAL STUD

L I C E N S E D A R C H I T
E
C
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STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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F L O O R P L A N
A
B
B
Checker
. LIWANAG
SCALE: 1/8" = 1'-0" A-110 A-201
GROUND LEVEL 1 RN
N
8' 0 8' 4' 16'

BAR SCALE
(1/8" = 1'-0")
NOTE:

EXTERIOR STUD WALLS SHALL BE
INSTALLED OVER 6" HIGH CONCRETE
CURB U.N.O. OR SHOWN ELSEWHERE.

A
A
A
ADDENDUM # 3 M. GRINDULO J. KEENAN 10/25/2024
ADDENDUM # 4 M. GRINDULO J. KEENAN 11/01/2024
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 A
A-302
B
A-301
1 2 3
D
B
A
A
A-301
C
4' - 6"
4' - 6" 4' - 6"
B
A-302
106' - 0"
26' - 6" 26' - 6" 53' - 0"
5 53' - 0" 45' - 0" 45' - 0" 53' - 0" 4' - 6"
19' - 1" 33' - 11" 33' - 10" 19' - 2"
205' - 0"
KN-1 KN-1 KN-1 KN-1
KN-1 KN-1 KN-1 KN-1
21 ROOF / OVERFLOW

DRAINS, TYP
2 A-403
1 A-404
S: 1/4" / FT
TYP
S: 1/4" / FT
TYP
4 36" x 54" ROOF

HATCH-SHIP

STAIR ACCESS
2' - 6"
2' - 6"
A-505B
6 1/4"/FT MIN. SLOPE 1/4"/FT MIN. SLOPE
1/4"/FT MIN. SLOPE
1/4"/FT MIN. SLOPE
1/4"/FT
MIN.

SLOPE
NOTE:

FOR UPPER ROOF SLOPE,
REFER TO SHEET A-140
-
---
OPEN T0 BELOW

WALKING
PAD

WALKING

PADS, TYP
B

B B B B
B
SCALE: 1/8" = 1'-0" A-130 A-201
HVAC EQUIPMENT PAD LEVEL 1

L I C E N S E D A R C H I T
E
C
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STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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H V A C E Q U I P M E N T P A D L E V E L
B
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Checker
. GRINDULO
RN
N
8' 0 8' 16'4'

BAR SCALE
(1/8" = 1'-0")
ADDENDUM # 4 M. GRINDULO J. KEENAN 11/01/2024
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 A
A-302
B
A-301
1 2 3
D
B
A
A
A-301
C
B
A-302
4' - 6" 53' - 0" 45' - 0" 45' - 0" 53' - 0"
26' - 6" 26' - 6" 53' - 0" 4' - 6" 4' - 6"
106' - 0"
5 4' - 6"
205' - 0"
16' - 9" 36' - 3" 36' - 3" 16' - 9" 1' - 1 5/8"
24' - 10" 11' - 5" 11' - 5" 24' - 10"
1 A-403

ROOF DRAIN /

OVERFLOW

DRAIN, TYP

MECHANICAL

EQUIPMENT, TYP

MODIFIED ROOF SYSTEM W/

WALKING PADS

TYP STANDING SEAM

METAL ROOF, REFER

TO DETAIL

SCUPPER, REFER

TO TYP DETAIL
S: 1/4" / FT
TYP
S: 1/4" / FT
TYP
S: 1/4" / FT
TYP
2 1/2":12"
2 1/2":12"
2 1/2":12"
2 1/2":12"
2 1/2":12"
2 1/2":12"
2 1/2":12"
2 1/2":12"
S: 1/4" / FT
TYP
S: 1/4" / FT
TYP
S: 1/4" / FT
TYP
4 -
---
4 / A-505C

TYP OVER FLOW,

REFER SIM DETAIL
4 / A-505C
A-505C TYP
1 A-505C
2 TYP
3 / A-505C
A-505C
6 TYP
A-505C
5 PIPE PENETRATION

WHERE OCCURS, REFER

TO DETAIL
(SEE PLUMBING

DRAWINGS FOR

LOCATIONS)
2 / A-505D
32' - 4"
32' - 4"
32' - 4"
32' - 4"
31' - 9 15/16"
31' - 1 1/16"
31' - 1 1/4"
30' - 1 15/16" 30' - 1 31/32"
30' - 1 31/32"
30' - 1 15/16"
31' - 1 11/32"
31' - 1 1/16"
20' - 0 1/4"
20' - 0 1/4"
20' - 1 1/4"
20' - 1 1/4"

CONDUITS FOR FUTURE

SOLAR PANELS AT THIS
LOCATION - SEE ELECT.

DWGS.

PIPE PENETRATION

WHERE OCCURS, REFER

TO DETAIL
(SEE PLUMBING

DRAWINGS FOR

LOCATIONS)
A
PIPE

PENETRATION

WHERE OCCURS,

REFER TO DETAIL
(SEE PLUMBING

DRAWINGS FOR

LOCATIONS)
A

WALKING

PADS, TYP
21 20

L I C E N S E D A R C H I T
E
C
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STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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R O O F P L A N
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Checker
. GRINDULO
SCALE: 1/8" = 1'-0" A-140
ROOF PLAN 1
RN
N
8' 0 8' 16'4'

BAR SCALE
(1/8" = 1'-0")

1. REFER TO SHEETS A-505C AND A-505D

FOR THERMAL AND MOISTURE PROTECTION DETAILS

2. WHERE VALLEY FLASHING IS INSTALLED, THE FLASHING
SHALL BE NOT LESS THAN 0.019-INCH (0.48 MM) NO. 26

GAGE GALVANIZED SHEET CORROSION-RESISTANT METAL

INSTALLED OVER NOT LESS THAN ONE LAYER OF
MINIMUM 72-POUND (32.4 KG) MINERAL-SURFACED

NONPERFORATED CAP SHEET COMPLYING WITH ASTM
D3909, AT LEAST 36-INCH-WIDE (914 MM) RUNNING THE
FULL LENGTH OF THE VALLEY. R337.5.3 BUILDING CODE
705A.3.

SHEET NOTES

SHEET NOTES
(CONTINUATION)

3. ROOF GUTTERS SHALL BE PROVIDED WITH A

MEANS TO PREVENT THE ACCUMULATION OF
LEAVES AND DEBRIS IN THE GUTTER. (RESIDENTIAL
CODE R337.5.4 AND BUILDING CODE 705A.4)

4. MEMBRANE ROOFING SHALL BE APPLIED UP AND
OVER THE EQUIPMENT CURBS. PROVIDE CANT
STRIP ALL AROUND THE CURBS.

A
A
ADDENDUM # 3 M. GRINDULO J. KEENAN 10/25/2024
B
ADDENDUM # 4 M. GRINDULO J. KEENAN 11/01/2024
B
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

GROUND LEVEL
0' - 0"

HVAC EQUIP PAD LEVEL
19' - 6"
1 3 2

T O PARAPET
32' - 4"
5 CEMENT PLASTER
(PRIME AND PAINT)
GFRC

STANDING SEAM

METAL ROOF

GLASS AWNING ON

SS FRAME
SCREEN
WALL

STACKED STONE VENEER

ADHERED MANUFACTURED
_EL DORADO - ZORYAK"

TOP OF SCREEN WALL
26' - 6"

TOP OF PARAPET
16' - 6"

METAL FASCIA

FIBER CEMENT PANEL
"VINTAGE WOOD"

WOOD TEXTURE BOARD
(FACTORY PAINTED)

FIBER CEMENT PANEL FIBER CEMENT PANEL
"VINTAGE WOOD"

WOOD TEXTURE BOARD
(FACTORY PAINTED)

ACCESS ROOF
HATCH

HOLLOW METAL

DOOR, TYP
4 36" x 18" EXHAUST

LOUVER FOR TOILET

EXHAUST, DRAINABLE

BLADE TYPE, TYP
CL CL A-508
5 A-507
7 A-507
7 DASHED LINES INDICATE

GUTTER & DOWNSPOUT

BEYONS, TYP

REMOVABLE

COVER FOR CLEAN

OUT ACCESS, TYP
12"
2 1/2" A

ROOF HATCH

SAFETY RAILINGS
A

CONTROL JOINT
30' - 0"
EQ EQ

GFRC EXPANSION JOINTS, PROVIDE

CONT BEAD OF BACKER RODS AND

ELASTOMERIC SEALANT, PER MFR, TYP
A

STONE VENEER

BASE, REFER TO
TYP DETAIL 12/A-520
A

FOR TYP BASE,

REFER TO DETAIL
6/A-505D, SIM
A

STONE VENEER

BASE, REFER TO
TYP DETAIL 12/A-520
A
KN-1 KN-1 KN-1 KN-1
A
KB-1 KB-1
4 5 6
41 40
A
7 8 9
B
B
B
B
B

GROUND LEVEL
0' - 0"

HVAC EQUIP PAD LEVEL
19' - 6"
1 2 3

T O PARAPET
32' - 4"
5 CEMENT PLASTER
(PRIME AND PAINT)
GFRC

STANDING SEAM

METAL ROOF GLASS AWNING ON

HDG HSS FRAME

STACK STONE VENEER

ADHERED MANUFACTURED
"ELDORADO - ZORYAK"

FIBER CEMENT PANEL
"VINTAGE WOOD"

WOOD TEXTURE BOARD
(FACTORY PAINTED)

METAL FASCIA

FIBER CEMENT PANEL
NICHIHA "ILLUMINATION"
(FACTORY PAINTED)

STACK STONE VENEER

ADHERED MANUFACTURED
"ELDORADO - ZORYAK"
4 TOP OF

COUNTER &

BOTTOM OF

MONITOR TO

FINISH GRADE
OFCI:

RECESSED INTERACTIVE MENU MONITOR
BASIS OF DESIGN:

DIGITAL TOUCH SYSTEMS 4650T - 46" PCAP
INTERACTIVE SCREEN, 12 TOUCH POINTS
RECESSED OPENING: 50" x 32"
SEE DETAIL W9/A-511
e4A SIGNAGE, SEE A-903
A-508
5 A-509
1 2'-10
A-508
4 OPP
SIM
A-508
4 A-511
W9
A-508
5 6
A-520
2 A-520
9 A-520

DASHED LINES INDICATE

GUTTER & DOWNSPOUT

BEYOND, TYP

REMOVABLE

COVER FOR CLEAN

OUT ACCESS, TYP
A-505D
6 A-505D
5 12"
2 1/2"
A
SIM

GFRC EXPANSION JOINTS, PROVIDE CONT

BEAD OF BACKER RODS AND ELASTOMERIC

SEALANT, PER MFR, TYP

CONTROL JOINT
30' - 0"
EQ EQ
A
A

STONE VENEER

BASE, REFER TO

TYP DETAIL
12/A-520
A

FOR TYP BASE,

REFER TO DETAIL
6/A-505D, SIM
A

STONE VENEER BASE, REFER
TO TYP DETAIL 12/A-520
A

FOR TYP BASE,

REFER TO DETAIL
6/A-505D, SIM
A

STONE VENEER

BASE, REFER TO
TYP DETAIL 12/A-520
A
KN-1 KN-1 KN-1 KN-1
A
13 35
W-P W-W1 W-W2
KR-1 KR-1 KR-1 KR-1
W-V
KV-1
KP-1
KS-1
S

L I C E N S E D A R C H I T
E
C
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STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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B U I L D I N G E L E V A T I O N S
A
B
B
Checker
. LIWANAG
SCALE: 1/8" = 1'-0" A-201 A-110

WEST ELEVATION A
SCALE: 1/8" = 1'-0" A-201 A-110

EAST ELEVATION B
ADDENDUM # 3 M. GRINDULO J. KEENAN 10/25/2024
ADDENDUM # 4 M. GRINDULO J. KEENAN 11/01/2024
B
B
B
B
B B B
B B
B
B
B
B
B
B
B
B
B
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

GROUND LEVEL
0' - 0"

MEZZANINE LEVEL
11' - 0"

HVAC EQUIP PAD LEVEL
19' - 6"

A B C D

T O PARAPET
32' - 4"

CEMENT PLASTER
(PRIME AND PAINT)
GFRC

STANDING SEAM

METAL ROOF

ALUM STOREFRONT

SYSTEM, WINDOW
TYPE-O

SCUPPER BUILDING NAME

AND LOGO,
SEE A-904

CITY LOGO, REFER TO
SHEET A-904

GLASS AWNING ON

HDG HSS FRAME

STACKED STONE VENEER

ADHERED MANUFACTURED
"ELDORADO - ZORYAK".

FIBER CEMENT PANEL
"NICHIHA ILLUMINATION"
(FACTORY PAINTED)

TOP OF SCREEN WALL
26' - 6"

METAL FASCIA

PROVIDE PROPERTY ADDRESS
SIGNAGE 8" HIGH LETTERS, AND 12"
FOR NUMBERS W/ THICKNESS OF 1/2"
AS REQUIRED BY FIRE CODE 505.1
SEE A-904

FIBER CEMENT PANEL
"VINTAGE WOOD"

WOOD TEXTURE BOARD
(FACTORY PAINTED)

OVERFLOW

SCUPPER
e1A SIGNAGE,
SEE A-903

DASHED LINES INDICATE

GUTTER & DOWNSPOUT

BEYOND, TYP
A-505C
1 A-517
2 12"
2 1/2"
A

CONTROL JOINT
24' - 2"
EQ EQ

GFRC EXPANSION JOINTS, PROVIDE CONT

BEAD OF BACKER RODS AND ELASTOMERIC

SEALANT, PER MFR, TYP
A
A

STONE VENEER BASE,

REFER TO TYP DETAIL
12/A-520

TYP GFRC BASE DETAIL,
REFER TO 10/A-520
A

FOR TYP BASE, REFER TO
DETAIL 6/A-505D, SIM
A
10 11 12
A
O

GROUND LEVEL
0' - 0"

HVAC EQUIP PAD LEVEL
19' - 6"

D C B A

T O PARAPET
32' - 4"

TRANSLUCENT PANEL

CEMENT PLASTER
(PRIME AND PAINT
GFRC

STANDING SEAM

METAL ROOF

ALUM STOREFRONT

SYSTEM, , WINDOW
TYPE-U

SCUPPER, TYP

STACKED STONE VENEER

ADHERED MANUFACTURED
"ELDORADO - ZORYAK"

TOP OF SCREEN WALL
26' - 6"

METAL FASCIA

FIBER CEMENT PANEL
"VINTAGE WOOD"

WOOD TEXTURE BOARD
(FACTORY PAINTED)

OVER FLOW, TYP

DASHED LINES INDICATE

GUTTER & DOWNSPOUT

BEYOND, TYP
12"
2 1/2"
A

CONTROL JOINT
24' - 2"
EQ EQ

GFRC EXPANSION JOINTS,

PROVIDE CONT BEAD OF BACKER

RODS AND ELASTOMERIC

SEALANT, PER MFR, TYP
A
A

STONE VENEER BASE,

REFER TO TYP DETAIL
12/A-520

TYP GFRC BASE DETAIL,
REFER TO 10/A-520

FOR TYP BASE, REFER TO DETAIL A
6/A-505D, SIM
A
1 2 3
W-U
KU-1

L I C E N S E D A R C H I T
E
C
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STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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B U I L D I N G E L E V A T I O N S
A
B
B
Checker
L
SCALE: 1/8" = 1'-0" A-202 A-110

SOUTH ELEVATION A
SCALE: 1/8" = 1'-0" A-202 A-110

NORTH ELEVATION B
ADDENDUM # 3 M. GRINDULO J. KEENAN 10/25/2024
B
B
B
B
ADDENDUM # 4 M. GRINDULO J. KEENAN 11/01/2024
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 UP
UP
2 3
A
C
A-441
B
A-441
A
A-441
42' - 6" 42' - 6"
4 3 1/8" 2' - 8" 2' - 8" 2' - 8" 2' - 8" 2' - 8"
1" TYP
12' - 2"
3" 4' - 3"
7' - 8" 7' - 8"
2' - 8" 11"
7' - 0"
TYPE A: BLEACHER BENCH TYPE A: BLEACHER BENCH
12"20"12"20"12"20"12"20"12"20"12"10"
TYPE C: BLEACHER BENCH
TYPE C: BLEACHER BENCH
TYPE C: BLEACHER BENCH
TYPE C: BLEACHER BENCH
TYPE C: BLEACHER BENCH
TYPE C: BLEACHER BENCH
TYPE C: BLEACHER BENCH
TYPE C: BLEACHER BENCH
TYPE C: BLEACHER BENCH
TYPE C: BLEACHER BENCH
TYPE C: BLEACHER BENCH
TYPE C: BLEACHER BENCH
TYPE B: BLEACHER BENCH
TYPE B: BLEACHER BENCH
TYPE B: BLEACHER BENCH
TYPE D: BLEACHER BENCH
TYPE B: BLEACHER BENCH
TYPE B: BLEACHER BENCH
TYPE B: BLEACHER BENCH
TYPE B: BLEACHER BENCH
TYPE B: BLEACHER BENCH
1' - 0"
2' - 0"
3' - 0"
4' - 0"
5' - 0"
6' - 0"
0' - 6"
1' - 6"
2' - 6"
3' - 6"
4' - 6"
KB-1 KB-1
1-1/2" ST STL

HANDRAIL, REFER
TO DETAIL 9/A-516
1-1/2" ST STL

HANDRAIL, REFER
TO DETAIL 9/A-516

GUARDRAIL

REFER TO
DETAIL
5/A-533, TYP
B B

GROUND LEVEL
0' - 0"
A

T O DOOR
4' - 2"

T O BLEACHER
6' - 0"
7' - 11 1/8"

CAST IN PLACE

CONCRETE

BLEACHER, SSD
9' - 7 1/8"
W1
W2

STORAGE SPACE , TYP
6' - 6 3/8"
2' - 8 7/8"
1' - 3 1/8"
3' - 2 3/4"
1-1/2" ST STL

HANDRAIL BOTH

SIDES, REFER TO
DETAIL 9/A-516
VOID

SPACE GROUND LEVEL
0' - 0"
A

T O BLEACHER
6' - 0"

CAST IN PLACE CONCRETE

BLEACHER, SSD

COMPOSITE WOOD

BENCH, TYP
A-533
2 AUTOMATIC FIRE

SPRINKLER, REFER
TO SHEET FP-100,

TYPICAL

GUARDRAIL

REFER TO DETAIL
5/A-533, TYP

GROUND LEVEL
0' - 0"
A

T O BLEACHER
6' - 0"

CAST IN PLACE CONCRETE

BLEACHER, SSD
W2
A-533
3 1-1/2" DIA ST

STL MID

HANDRAIL,
TYP
2 3
A
C
A-441
B
A-441
A
A-441
7' - 11 1/8" 5' - 8"
2' - 1"
40 SF

STORAGE
SPACE
TYP
4 12' - 2" 7' - 0" 19' - 10" 7' - 0" 19' - 10" 7' - 0" 12' - 2" 4' - 3"
19' - 10"
4' - 3" 7' - 11" 4' - 0" 7' - 11"

CMU OPENING
SSD

CMU OPENING
SSD
11' - 4" 11' - 2" 11' - 2" 11' - 4" 10' - 0" 9' - 8" 2' - 10" 22' - 6" 22' - 6" 19' - 8"
2' - 10" 9' - 8" 10' - 0"
19' - 8"
TYP
6' - 2 3/4"
6' - 6"
TYP
8" CMU,
SSD
32 33 29 35
160 SF

VOID AREA
140 SF

VOID AREA
160 SF

VOID AREA
140 SF

VOID AREA
40 SF

STORAGE
SPACE
TYP
40 SF

STORAGE
SPACE
TYP
40 SF

STORAGE
SPACE
TYP

L I C E N S E D A R C H I T
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STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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E N L A R G E D P L A N S A N D S E C T I O N S
B
M
JK
. GRINDULO
SCALE: 1/4" = 1'-0" A-441 A-110
ENLARGED PLAN - BLEACHER 1
SCALE: 1/4" = 1'-0" A-441 A-441

SECTION C
SCALE: 1/4" = 1'-0" A-441 A-441

SECTION B
SCALE: 1/4" = 1'-0" A-441 A-441

SECTION A
SCALE: 1/4" = 1'-0" A-441 A-110
ENLARGED PLAN - STORAGE 2
ADDENDUM # 4 M. GRINDULO J. KEENAN 11/01/2024
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 SLOPE

FR / PRESSURE TREATED WD

NAILER ATTACHED
BASE FLASHING PLY 6" MIN ON
FIELD; WRAP OVER TOP OF

PARAPET
3" #14 SST PAN-HEAD SELFTAPPING SCREW W/ NEOPRENE
WASHER @ 30" O.C.
16 GA ANCHOR CHAIR W/ (4)
FASTENERS PER CHAIR. INSTALL
PER ROOF MFR REQ.

PRIMARY SINGLE-PLY

ROOF MEMB

BASE PLY

GALVANIZED SHEET METAL COPING
COVER

CANT STRIP PARAPET WALL PER PLAN

TYP ROOF PROFILE

PER ROOF PLANS,

REF TO DETAIL
SINGLE-PLY ROOF MEMB 3" MIN
ON FIELD, HEAT WELD; WRAP

OVER TOP OF PARAPET

AT ALL VERT TURN- UPS,
PROVIDE 16GA FLAT STRAP, 8"
ABV ROOF & AT 12" O.C.

NOTES:
1) NAILERS SHALL BE SECURELY ANCHORED

TOTHE DECK TO RESIST
A FORCE OF 300 POUNDS PER LINEAL
FOOT IN ANY DIRECTION.
2) VAPOR BARRIER SHALL BE SEALED AT
EDGES.
4 / A-505C

PANEL END LAP

SEALING

RUBBER BOOT

SIZE AS REQUIRED PER

MANUFACTURER
INSTRUCTIONS.

CURING BUTYL SEALANT

SEE SECTION AA
3/16"[5] BULB TITE RIVETS
@ 3"[76] O.C. MAX. (TYP.)

SECTION
A-A
A
A
1 1/2"[38] MIN

REFER TO

PLUMBING

DRAWINGS FOR
PIPE

PENETRATION

LOCATION

MASONRY T-ANCHOR

DOOR (PER SCHEDULE)

HOLLOW METAL DOOR JAMB
MFR KEY TRIM, TYP @

ALL EDGES/CORNERS,

PROVIDE SEALANT ALL

METAL CLIP AROUND
8" THK CMU WALL, SSD

FIBER CEMENT PANEL (SEE

EXTERIOR ELEVATIONS FOR

FINISH TYPE)
WRB
SPACER PER MFR W.O.
6"
4 1/8"

SEALANT, TYP

B O GFRC SOFFIT
12' - 8"
FIBER CEMENT PANEL 8" CMUN WALL, SSD
(SEE EXTERIOR ELEVATIONS

FOR FINISH TYPE)

WATER RESISTANT

BARRIER

METAL FLASHING,

PAINT TO MATCH

ADJACENT FINISH
1" THK GFRC WALL

GFRC MFR HSS

FRAME SUPPORT

GFRC CEM SPOTS

W/ TENSION RODS

CONT SEALANT
& BACKER ROD
R-19 WALL INSULATION
6" METAL STUD @ 16" OC

CONT BOTTOM TRACK

DIAGONAL BRACE

SUPPORT, REFER TO
SHEET 7/A-503
L5X5X5/16 CONT STEEL
ANGLE
1/4" ANCHOR BOLT @ 16" OC

GROUND LEVEL
0' - 0"

DEPPRESSED CONC
SLAB, SEE SHEET A-195

WALL BASE & FLOOR

FINISH PER FINISH

SCHEDULE
R-19 WALL INSULATION

WALL FINISH PER

FINISH SCHEDULE

VAPOR BARRIER
5/8" THK GYP

BD, TYPE 'X'
6" METAL STUD @ 16"OC
1/4" DIA ANCHOR BOLT
@ 16" OC, SSD

CONT BOTTOM TRACK,
SSD
8" CMU WALL, SSD

FIBER CEMENT PANEL
(SEE EXTERIOR ELEVATIONS

FOR FINISH TYPE)
1/2" THK FIRE RETARDANT

PLYWOOD SHEATHING

WATER RESISTANT

BARRIER

ALUMINUM WEEP
SCREED
4" METAL STUD @ 16" OC
1/4" DIA ANCHOR
BOLT @ 16" OC

CONC CURB, SSD

FOR REBAR

PAVING PER

LANDSCAPE DWGS

CONT BOTTOM TRACK
6"
#4 DOWELS @ 18" OC
INSTALL w/ SIMPSON

SET-XP EPOXY PER ICC
REPORT ESR-2508

COUNTER DOOR GUIDE BY

MANUFACTURER, BASIS OF
DESIGN: COOKSON MODEL
ESC20

ADJACENT WALL WHERE

OCCURS, VIF
5/8" THK GYP BD,

TYPE 'X'

METAL BOX STUD

INTEGRAL GUIDE FRAME ASSEMBLY BY
MANUFACTURER.

DESIGN: COOKSON MODEL ESC20 STUD WIDTH AS SCHEDULED

COUNTER DOOR HOUSING

BY MANUFACTURER, BASIS
OF DESIGN: COOKSON
MODEL ESC20

METAL BOX STUD

ROLL-UP ROUGH DOOR OPENING

SOFFIT WALL, VIF

FURRED CURVED WALL AS SPECIFIED

FASCIA BY

MANUFACTURER,
BASIS OF DESIGN:

COOKSON MODEL
ESC20

INTERIOR WALL

OPENING, VIF

HOOD BRACKET PER

MANUFACTURER'S

RECOMMENDATION

FOR SILL,

REFER TO
DETAIL A/A-518

SIMILAR

INTERIOR

SOFFIT WALL,
WHERE
OCCURS

CEILING
BEYOND
WHERE
OCCURS

L I C E N S E D A R C H I T
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STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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A - 5 0 5 D

T H E R M A L A N D M O I S T U R E P R O T E C T I O N B
M
JK
G
12" = 1'-0" A-505D
PARAPET WALL w/ COPING 1
1 1/2" = 1'-0" A-505D
ROOF PIPE PENETRATION 2
3" = 1'-0" A-505D

EXTERIOR FIBER CEMENT DOOR JAMB
DETAIL - CMU / HEAD SIM 3
SCALE: 3" = 1'-0" A-505D A-201
GFRC AND FIBER CEMENT WALL DETAIL 5
SCALE: 3" = 1'-0" A-505D A-201
WEEP SCREED DETAIL @
FIBER CEMENT WALL 6
B
ADDENDUM # 4 M. GRINDULO J. KEENAN 11/01/2024
3" = 1'-0" A-505D

ROLLING COUNTER DOOR INTEGRAL FRAME -
JAMB 4
3" = 1'-0" A-505D
ROLL-UP DOOR w/ INTEGRAL FRAME - HEAD 7
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

METAL STUD

HEADER, SSD

METAL STUD WALL
DOOR

HOLLOW METAL

DOOR FRAME

WALL THICKNESS

SEE PLAN FOR

ACOUSTIC BATT

INSULATION, TYP

FINISH AS SCHEDULED ROUGH OPENING
WA
L
L
T
HIC
K
N
E
S
S

SEE PLAN FOR

METAL STUD WALL
DOOR

HOLLOW METAL

DOOR FRAME

METAL STUD JAMB, SSD

ACOUSTIC BATT

INSULATION, TYP

FINISH AS SCHEDULED

MTL STUD, SSD
5/8" THK GYP BD SHEATHING,
TYP
SEALANT w/ BACKER

ROD, TYP

ALUM FRAMED

STOREFRONT
MFR KEY TRIM, TYP @ ALL CORNERS
METAL CLIP, W.O.

FIBER CEMENT PANEL
(SEE EXTERIOR ELEVATIONS

FOR FINISH TYPE)

WRB, TYP
6"

FIRE RATED DOOR ASSEMBLY AS

SCHEDULED
A

STEEL STUD HEADER, SSD

FIBER CEM TRIM BD

ALUMINUM

FRAMED DOOR

HEAD, REFER
TO DETAIL 3

Z-FLASHING
1/4" GAP, DO NOT CAULK
SEALANT w/

BACKER ROD

METAL CLIP

FIBER CEMENT PANEL (SEE

EXTERIOR ELEVATIONS FOR

FINISH TYPE)
ALUM REVEAL "F" TYP

MFR SPACER, TYP

WRB, TYP
6"

FIRE RATED DOOR

ASSEMBLY AS

SCHEDULED
A

FIRE RATED DOOR ASSEMBLY AS SCHEDULED

TRANSOM SILL /

DOOR HEAD

TRANSOM WINDOW

DOOR JAMB

DOOR BOTTOM RAIL

THRESHOLD REFER
TO DETAIL 1G/A-601
6"
A

METAL STUD HEADER, SSD

HOLLOW METAL DOOR HEAD

Z-FLASHING
1/4" GAP, DO NOT CAULK

SEALANT

DOOR (PER SCHEDULE)

METAL CLIP

FIBER CEMENT PANEL (SEE

EXTERIOR ELEVATIONS FOR

FINISH TYPE)

BREAK METAL / L TRIM,

PAINTED (BEHIND)
8" THK CMU WALL, SSD
BATT INSULATION (R-19)
ON 6" METAL STUD WALL

GYP BD (SEE SCHEDULE

FOR FINISH)
WRB
BATT INSULATION (R-19)
ON 6" METAL STUD WALL

GYP BD (SEE SCHEDULE

FOR FINISH)
6" METAL STUD

END FRAME

SEALANT W/ BACKER ROD
MIN. TO DOOR LATCH
1' - 0"

MANEUVERING
CLEARANCE @

RECESSED DOORS
P
E
R
C
B
C 11B-4
0 4.2.4.3
8>X

MASONRY T-ANCHOR

DOOR (PER SCHEDULE)

HOLLOW METAL DOOR JAMB

SEALANT

BREAK METAL / L TRIM,

PAINTED

SEALANT OVER SINGLE

FLANGE SEALANT BACKER

METAL CLIP
8" THK CMU WALL, SSD

FIBER CEMENT PANEL (SEE

EXTERIOR ELEVATIONS FOR

FINISH TYPE)
WRB
SPACER PER MFR W.O.

NICHIHA "ILLUMINATION" TRIM

FIBER CEMENT PANEL
(SEE EXTERIOR ELEVATIONS

FOR FINISH TYPE)
2 1/2" METAL STUD FRAMING

METAL STUD HEADER, SSD

HOLLOW METAL DOOR HEAD

Z-FLASHING
1/4" GAP, DO NOT CAULK

SEALANT W/ BACKER ROD

DOOR (PER SCHEDULE)

METAL CLIP
8" THK CMU WALL, SSD
BATT INSULATION (R-19)
ON 6" METAL STUD WALL

GYP BD (SEE SCHEDULE

FOR FINISH)

FIBER CEMENT PANEL BEYOND
(SEE EXTERIOR ELEVATIONS

FOR FINISH TYPE)
5/8" SHEATHING
WRB

MASONRY T-ANCHOR

DOOR (PER SCHEDULE)

HOLLOW METAL DOOR JAMB

FIBER CEMENT MFR CORNER

OVER MFR CORNER CLIPS

SEALANT OVER DOUBLE

FLANGE SEALANT BACKER
WRB
8" THK CMU WALL, SSD

FIBER CEMENT PANEL
(SEE EXTERIOR ELEVATIONS

FOR FINISH TYPE)

SEALANT W/

BACKER ROD

SEALANT OVER SINGLE

FLANGE SEALANT BACKER
2 1/2" METAL STUD FRAMING
5/8" SHEATHING

MFR CORNER CLIP
BATT INSULATION (R-19)
ON 6" METAL STUD WALL
5/8" THK GYP BD (SEE

SCHEDULE FOR FINISH)
6" METAL STUD

END FRAME

METAL CLIP
MIN. TO DOOR STRIKE
1' - 0"
P
E
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C
B
C 11B-4
0 4.2.4.3
8>X

MANEUVERING
CLEARANCE @

RECESSED DOORS

L I C E N S E D A R C H I T
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STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
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A - 5 0 6

D O O R D E T A I L S
A
B
K
Checker
. YIM
SCALE: 3" = 1'-0" A-506

INTERIOR DOOR HEADER
DETAIL 1
SCALE: 3" = 1'-0" A-506

INTERIOR DOOR JAMB
DETAIL 2
SCALE: 3" = 1'-0" A-506

TYP EXTERIOR DOOR JAMB
DETAIL 5
SCALE: 3" = 1'-0" A-506

TYP EXTERIOR

STOREFRONT DOOR HEAD
DETAIL 4
SCALE: 3" = 1'-0" A-506

EXTERIOR DOOR HEAD

WITH TRANSOM & BOTTOM
RAIL DETAIL 3
SCALE: 3" = 1'-0" A-506

EXTERIOR FIBER CEMENT
DOOR HEAD DETAIL 6
SCALE: 3" = 1'-0" A-506

EXTERIOR FIBER CEMENT
DOOR JAMB DETAIL 7
SCALE: 3" = 1'-0" A-506

EXTERIOR PROJECTED

FIBER CEMENT DOOR HEAD
DETAIL 8
SCALE: 3" = 1'-0" A-506

EXTERIOR PROJECTED

FIBER CEMENT DOOR JAMB
DETAIL 9
ADDENDUM # 3 M. GRINDULO J. KEENAN 10/25/2024
B
B
ADDENDUM # 4 M. GRINDULO J. KEENAN 11/01/2024
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

WINDOW HEAD

WINDOW (PER SCHEDULE)

BLOCKING

SEALANT W/ BACKER ROD

BREAK METAL / L TRIM,

PAINTED

METAL LATH

METAL STUD HEADER, SSD

GYP BD (SEE SCHEDULE

FOR FINISH)
"ELDORADO - ZORYAK"

ADHERED MANUF STACKED

STONE VENEER

MORTAR SCRATCH COAT

MORTAR SETTING BED
(2) LAYERS WRB SEAL

EDGE TO FIN
BATT INSULATION (R-19)
ON 10" METAL STUD WALL
WRB

SEALANT W/ BACKER ROD

WINDOW JAMB

WINDOW (PER SCHEDULE)

BLOCKING

SEALANT W/

BACKER ROD

BREAK METAL / L TRIM,

PAINTED

METAL LATH

STEEL TUBE, SSD
BATT INSULATION (R-19)
ON 10" METAL STUD WALL

GYP BD (SEE SCHEDULE

FOR FINISH)
10" METAL STUD END FRAME
"ELDORADO - ZORYAK"

ADHERED MANUF

STACKED STONE VENEER

SEALANT W/

BACKER ROD

MORTAR SCRATCH COAT

MORTAR SETTING BED
(2) LAYERS WRB SEAL

EDGE TO FIN
WRB

MTL STUD, SSD
5/8" THK GYP BD SHEATHING,
TYP
SEALANT w/ BACKER

ROD, TYP

JAMB / MULLION OVER

STOREFRONT FRAME SYSTEM
MFR KEY TRIM, TYP @ ALL CORNERS
METAL CLIP, W.O.

FIBER CEMENT PANEL
(SEE EXTERIOR ELEVATIONS

FOR FINISH TYPE)

WRB, TYP
1 1/2"

STEEL STUD HEADER, SSD

FIBER CEM TRIM BD

JAMB / MULLION OVER

STOREFRONT FRAME
SYSTEM

Z-FLASHING
1/4" GAP, DO NOT CAULK
SEALANT w/

BACKER ROD

METAL CLIP

FIBER CEMENT PANEL (SEE

EXTERIOR ELEVATIONS FOR

FINISH TYPE)
ALUM REVEAL "F" TYP

MFR SPACER, TYP

WRB, TYP
1 1/2"
A

INTERIOR

EXTERIOR

GLAZING (PER SCHEDULE)

METAL LATH
5/8" THK GYP BD (SEE

SCHEDULE FOR FINISH)
"ELDORADO - ZORYAK"

ADHERED MANUF STACKED

STONE VENEER

MORTAR SCRATCH COAT

MORTAR SETTING BED
BATT INSULATION (R-19)
ON 10" METAL STUD WALL
WRB

SEALANT W/ BACKER ROD
8" THK CMU, SSD

WINDOW FRAME

SEALANT W/ BACKER ROD

GLAZING (PER SCHEDULE)

WINDOW FRAME

SHIM AS REQUIRED
"ELDORADO - ZORYAK" ADHERED

MANUF STACKED STONE VENEER

SEALANT W/ BACKER ROD

INTERIOR EXTERIOR
BATT INSULATION (R-19)
ON 10" METAL STUD WALL
5/8" THK GYP BD (SEE

SCHEDULE FOR FINISH)
8" THK CMU, SSD
WRB

METAL LATH

MORTAR SETTING BED

MORTAR SCRATCH COAT

PRECAST CONCRETE SILL,

DEPTH VARIES, VIF
V.I.F.

DOWEL AS REQUIRED BY MFR
1 3/4"
4"

INTERIOR

EXTERIOR
7/8" CEMENT PLASTER ON METAL

LATH OVER BLDG PAPER
METAL STUD SP @ 16" OC w/

THERMAL INSULATION
5/8" FIRE RETARDANT EXTERIOR
GRADE PLYWOOD SHEATHING.

TESTED UL 263.5

STRUCTURAL ROD

WHERE OCCURS

TRANSLUCENT HEAD / MULLION

OVER STOREFRONT FRAME SYSTEM
SEALANT w/

BACKER ROD

JAMB / MULLION OVER

STOREFRONT FRAME
SYSTEM
SEALANT w/

BACKER ROD

TRANSLUCENT HEAD /

MULLION OVER

STOREFRONT FRAME
SYSTEM
SEALANT w/

BACKER ROD
7/8" CEMENT PLASTER ON

METAL LATH OVER BLDG PAPER
METAL STUD SP @ 16" OC w/

THERMAL INSULATION
5/8" FIRE RETARDANT EXTERIOR
GRADE PLYWOOD SHEATHING.

TESTED UL 263.5

STRUCTURAL ROD

WHERE OCCURS

HSS STRUCTURAL FRAME WHERE
OCCURS

INTERIOR EXTERIOR

L I C E N S E D A R C H I T
E
C
T

STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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W I N D O W T Y P E A N D A - 5 0 8

F R A M E D E T A I L S
A
B
M
Checker
. GRINDULO
SCALE: 3" = 1'-0" A-508

EXTERIOR STONE VENEER STOREFRONT
HEAD ON MTL STUD DETAIL 2
SCALE: 3" = 1'-0" A-508

EXTERIOR STONE VENEER STOREFRONT
JAMB ON MTL STUD DETAIL 3
3" = 1'-0" A-508

TYP EXTERIOR TRANSLUCENT JAMB DETAIL /
WINDOW WALL JAMB SIM 4
3" = 1'-0" A-508

TYP EXTERIOR TRANSLUCENT HEAD DETAIL /
WINDOW WALL HEAD SIM 5
ADDENDUM # 3 M. GRINDULO J. KEENAN 10/25/2024
3" = 1'-0" A-508
WINDOW HEAD/JAMB SIM @ EXTERIOR
STONE VENEER WALL ON CMU 6
3" = 1'-0" A-508
WINDOW SILL @ EXTERIOR STONE VENEER
WALL ON CMU 7
B
SCALE: 3" = 1'-0" A-508
TYP TRANSLUCENT JAMB/HEAD SIM 9
SCALE: 3" = 1'-0" A-508
TYP TRANSLUCENT SILL DETAIL 8
ADDENDUM # 4 K. YIM J. KEENAN 11/01/2024
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

METAL FLASHING,

PAINT TO MATCH

ADJACENT FINISH
1" THK GFRC WALL

GFRC MFR HSS

FRAME SUPPORT

GFRC CEM SPOTS

W/ TENSION RODS

CONT SEALANT
& BACKER ROD
R-19 WALL INSULATION
6" METAL STUD @ 16" OC

CONT BOTTOM TRACK

DIAGONAL BRACE

SUPPORT, REFER TO
SHEET 7/A-503

TRANSLUCENT PANEL

HEAD FRAME OVER

STOREFRONT FRAME
SYSTEM

SEALANT W/ BACKER ROD
5/8" THK GYP BD (SEE

SCHEDULE FOR FINISH)

INTERIOR

SEALANT OVER BACKER ROD, TYP

EXTERIOR

WRB, TYP

FIBER CEMENT PANEL
(SEE EXTERIOR ELEVATIONS

FOR FINISH TYPE)

SPACER PER MFR, TYP
MFR KEY TRIM, TYP @ ALL CORNERS

TRANSLUCENT PANEL JAMB FRAME

OVER STOREFRONT FRAME SYSTE

GLAZING (PER SCHEDULE)
5/8" THK GYP BD (SEE

SCHEDULE FOR FINISH)
BATT INSULATION (R-19)
ON 10" METAL STUD WALL

SEALANT W/ BACKER ROD

WINDOW FRAME
5/8" THK GYP BD SHEATHING,
TYP
MFR KEY TRIM, TYP @ ALL CORNERS
METAL CLIP, W.O.

FIBER CEMENT PANEL
(SEE EXTERIOR ELEVATIONS

FOR FINISH TYPE)

WRB, TYP

INTERIOR

EXTERIOR
7"
2 1/4"

SEALANT W/ BACKER ROD

GLAZING (PER SCHEDULE)

WINDOW FRAME

SHIM AS REQUIRED

SEALANT W/ BACKER ROD

INTERIOR EXTERIOR
BATT INSULATION (R-19)
ON 10" METAL STUD WALL
5/8" THK GYP BD (SEE

SCHEDULE FOR FINISH)
8" THK CMU, SSD

METAL CLIP

MFR SPACER, TYP

WRB, TYP

PRECAST CONCRETE SILL,

DEPTH VARIES, VIF

DOWEL AS REQUIRED BY MFR
4"
1 3/4"

WINDOW FRAME /

MULLION
1 1/2"

INTERIOR EXTERIOR

TRANSLUCENT

PANEL JAMB FRAME

OVER STOREFRONT

FRAME SYSTEM

STOREFRONT FRAME
SYSTEM
6"

BLOCKING

SEALANT W/

BACKER ROD
10" METAL STUD END FRAME

INTERIOR

EXTERIOR

METAL LATH

STEEL TUBE, SSD
"ELDORADO - ZORYAK"

ADHERED MANUF

STACKED STONE VENEER

MORTAR SCRATCH COAT

MORTAR SETTING BED
(2) LAYERS WRB SEAL

EDGE TO FIN
WRB

BREAK METAL / L TRIM,

PAINTED

SEALANT W/ BACKER ROD
5/8" FIRE RETARDANT EXTERIOR
GRADE PLYWOOD SHEATHING.

TESTED UL 263.5 TRANSLUCENT PANEL JAMB

FRAME OVER STOREFRONT

FRAME SYSTEM

WINDOW SILL

WINDOW (PER SCHEDULE)

BLOCKING

SEALANT W/ BACKER ROD

METAL LATH

METAL STUD HEADER, SSD
"ELDORADO - ZORYAK"

ADHERED MANUF STACKED

STONE VENEER

MORTAR SCRATCH COAT

MORTAR SETTING BED

PRE-CAST CONCRETE WINDOW

SILL, DEPTH VARIES, VIF
BATT INSULATION (R-19)
ON 10" METAL STUD WALL
WRB

SEALANT W/ BACKER ROD
4"
1/2" 1/2"1 3/4"

L I C E N S E D A R C H I T
E
C
T

STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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uthor
SCALE: 3" = 1'-0" A-509A

TYP TRANSLUCENT HEAD/
JAMB SIM DETAIL 1
SCALE: 3" = 1'-0" A-509A

TRANSLUCENT PANEL JAMB
@ CMU CONDITION 2
SCALE: 3" = 1'-0" A-509A
WINDOW HEAD/JAMB SIM @ EXTERIOR
STONE VENEER WALL ON CMU 3
SCALE: 3" = 1'-0" A-509A
WINDOW SILL @ EXTERIOR STONE VENEER
WALL ON CMU 4
ADDENDUM # 4 K. YIM J. KEENAN 11/01/2024
B
B
SCALE: 3" = 1'-0" A-509A A-611

INTERMEDIATE FRAME TRANSLUCENT
PANEL / WINDOW, TYP 5
SCALE: 3" = 1'-0" A-509A

TRANSLUCENT PANEL FRAME JAMB/HEAD
SIM @ GFRC, TYP 6
SCALE: 3" = 1'-0" A-509A
WINDOW FRAME JAMB / HEAD SIM @ GFRC,
TYP 7
SCALE: 3" = 1'-0" A-509A

EXTERIOR STONE VENEER STOREFRONT
JAMB ON MTL STUD DETAIL 8
SCALE: 3" = 1'-0" A-509A

EXTERIOR STONE VENEER STOREFRONT
SILL ON MTL STUD DETAIL 9
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

INTERIOR

EXTERIOR WALL

AS SCHEDULED

EXTERIOR

SERVICE COUNTER FRAME
BASIS OF DESIGN:

READY ACCESS WC
14x29131

PRE-FORMED STAINLESS

STEEL FRAME

EXTERIOR MARINE GRADE

PLYWOOD SHIM
CONT BEAD OF SEALANT w/

BACKER ROD, TYP

INTERIOR

EXTERIOR WALL

AS SCHEDULED

EXTERIOR

SERVICE COUNTER FRAME
BASIS OF DESIGN:

READY ACCESS WC
14x29131

PRE-FORMED STAINLESS

STEEL FRAME

EXTERIOR MARINE GRADE

PLYWOOD SHIM

PRE-CAST CONC SILL
2'-10" TOP OF FRAME / COUNTER TO FINISH GRADE

DOWEL AS REQUIRED
BY MFR
4"
2 1/2"
1"
V.I.F

FINISH AS SCHEDULED
CONT BEAD OF SEALANT w/

BACKER ROD, TYP
5/8"

CONT BEAD OF
SEALANT w/

BACKER ROD, TYP

ROUGH OPENING
WA
L
L
T
HIC
K
N
E
S
S

SEE PLAN FOR

METAL STUD WALL

STAINLESS STEEL

HOLLOW METAL FRAME

METAL STUD JAMB, SSD

ACOUSTIC BATT

INSULATION, TYP

FINISH AS SCHEDULED
2"
1/2"

ROUGH OPENING
WA
L
L
T
HIC
K
N
E
S
S

SEE PLAN FOR

METAL STUD WALL

WINDOW FRAME AS

SCHEDULED

METAL STUD JAMB, SSD

ACOUSTIC BATT

INSULATION, TYP

FINISH AS SCHEDULED

GLAZING (PER SCHEDULE)

SEALANT W/ BACKER

ROD, TYP

INTERIOR

EXTERIOR WALL

AS SCHEDULED

EXTERIOR

FIXED LOUVER VENT,
COORDINATE w MECHANICAL

DRAWINGS FOR VENT DUCT

INSTALLATION
CONT BEAD OF SEALANT w/

BACKER ROD, TYP

EXTERIOR WALL

AS SCHEDULED

PAINTED, PRE-FORMED

HOLLOW METAL FRAME

INSECT WIRE SCREEN
2"
6 5/8"
4"

STOREFRONT FRAME

GLAZING AS SCHEDULED

FLOOR FINISH AS

SCHEDULED CONCRETE FLOOR, VIF
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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A - 5 0 9 B

W I N D O W D E T A I L S
B
Author
JK
3" = 1'-0" A-509B
SERVICE WINDOW JAMB / HEAD SIMILAR 1
SCALE: 3" = 1'-0" A-509B
SERVICE WINDOW SILL 2
SCALE: 3" = 1'-0" A-509B
PASS THRU WINDOW 3
SCALE: 3" = 1'-0" A-509B
INTERIOR WINDOW 4
3" = 1'-0" A-509B
LOUVER HEAD / SILL / JAMB SIMILAR 5
B
B
3" = 1'-0" A-509B
STOREFRONT SILL 6
ADDENDUM # 4 K. YIM J. KEENAN 11/01/2024
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 2 - w/ TRANSOM

FRAME HT

DOOR HT
2" 2"
WIDTH
DOOR

WIDTH (ACTUAL)
FRAME

TRANSOM AS

SCHEDULED
1 - TYPICAL
2" DOOR HT

FRAME HT
2" 2"
WIDTH
DOOR

WIDTH (ACTUAL)
FRAME

ALL WELDED

HM FRAME
3 - TYPICAL
2" OPEN L

FRAME L
2" 2"
WIDTH
OPEN

WIDTH (ACTUAL)
FRAME

ALL WELDED

HM FRAME
W
H

A - HM SINGLE
FLUSH
W

AA - HM DOUBLE
FLUSH
HH

C - DOUBLE

FRAMED WITH FULL

GLASS PANELS
EQ W
W
H

B - HM SINGLE

FLUSH WITH

VISION PANEL
W

BB - HM DOUBLE

FLUSH WITH VISION
PANEL
H
3' - 0" 3' - 0"
6" 8" 8" 6"
2' - 8"
6" 8"
2' - 8"
W
L

H - SINGLE LEAF

METAL ROOF

HATCH COVER
W
H

R - ROLL UP COUNTER

FIN FLOOR

COUNTER TOP
W
H

D - HM SINGLE

FLUSH WITH
GRILLE
1' - 6"
2' - 0"
1' - 0"
10" ST STL

KICK PLATE
@ PUSH

SIDE, TYP
43" MAX
30" - 44"

REMOVABLE

MULLION
WHERE
OCCURS
DOOR SCHEDULE NOTES:

DOOR TYPE:
a. REFER TO DOOR TYPE ELEVATIONS
DOOR MATERIALS:
a. HM = HOLLOW METAL
b. AL = ALUMINUM
c. WD = WOOD
DOOR FINISH:
a. PTD = PAINTED
b. PF = PRE-FINISHED, FACTORY PAINTED
c. AN = ANODIZED, FACTORY FINISH
GLAZING TYPE:
a. REFER TO DOOR SCHEDULE AND SPECIFICATIONS FOR

GLAZING TYPE
FRAME TYPE:
a. KD = KNOCKDOWN
b. AW = ALL WELDED, SINGLE PIECE
FRAME MATERIAL:
a. HM = HOLLOW METAL
b. AL = ALUMINUM
FRAME FINISH:
a. PTD = PAINTED
b. PF = PRE-FINISHED, FACTORY PAINTED
c. AN = ANODIZED, FACTORY FINISH
HARDWARE GROUP:
a. REFER TO HARDWARE GROUP WITH SPECIFICATIONS
DETAILS:
a. REFER TO DETAIL REFERENCE INDICATED ON DOOR SCHEDULE

POWER-OPERATED SWINGING DOORS SHALL COMPLY WITH ANSI /
BHMA A156.10. LOW ENERGY POWER-OPERATED SWINGING DOORS
SHALL COMPLY WITH BHMA A156.19. PUSH BUTTONS SHALL BE
MOUNTED ON THE WALL 34" - 48" AFF.

1. 2.

3. 4.

5. 6.

7. 8.

9. 10.

INTERIOR EXTERIOR
1 2
SLOPE 2% MAX.

INSIDE CORRIDOR
1 2
1/2" MAX 1/4" MAX

DOOR - SEE SCHED

DOOR - SEE SCHED
1/2" MAX
1/4" MAX
1/4" MAX

DOOR - SEE SCHED

DOOR - SEE SCHED

DOOR - SEE SCHED

DOOR - SEE SCHED
1/4" MAX
1/4" MAX
1/2" MAX

DOOR - SEE SCHED
A
D
E
F
B
C
G
FIN. FLOOR:

CARPET/

RESILIENT FLOOR/

CONCRETE/
FIN. FLOOR:

CARPET/

RESILIENT FLOOR/

CONCRETE/
FIN. FLOOR:

CARPET/

RESILIENT FLOOR/

CONCRETE/
FIN. FLOOR:

CARPET/

RESILIENT FLOOR/

CONCRETE/
FIN. FLOOR:

CARPET/

RESILIENT FLOOR/

CONCRETE/
FIN. FLOOR:

CARPET/

RESILIENT FLOOR/

CONCRETE/
FIN. FLOOR:

CARPET/

RESILIENT FLOOR/

CONCRETE/

SEALANT
3/8" DIA. SIMPSON STRONG
BOLT W/ 2" EMBEDDEMENT,
AT CENTER & 6" MIN FROM
EDGE. ICC/ES NO 3037

VINYL CARPET

EDGE TRIM
CARPET
VINYL

REDUCER

EXPOSED

CONCRETE
4" MARBLE
SADDLE

SEALANT

CERAMIC TILE OR
CONC. SEE FINISH
SCHED
FLOOR
FINISH

AL THRESHOLD

SET IN MASTIC BED

EXTERIOR

CONCRETE

SEE CIVIL DRAWINGS

PRE-MOLDED

EXPANSION JOINT,

SEALANT & BACKER
ROD @ TOP

SLAB EDGE
SADDLE

THRESHOLD

FIN FLOOR, SEE

FIN SCHED

0.145ø PAF W/ 1"
EMBED

DEPRESSED SLAB

PER STRCT DWGS

FULL-SET MORTAR

BED PER FIN SCHED
2"
NOTE: REFER TO DOOR & FRAME

SCHEDULE FOR DOOR APPLICATIONS

0.145ø PAF W/ 1"
EMBED
SADDLE

THRESHOLD

AUTOMATIC DOOR BOTTOMS,
SEMI-MOTORIZED; SEE SPECS

BOTTOM PROFILE
7/8" WIDE DOOR 1 3/4" 1 1/8"

SST SHT MTL DRIP

EDGE & BOTTOM

WEATHERSTRIPPING

L I C E N S E D A R C H I T
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STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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D O O R A N D W I N D O W T Y P E S C H E D U L E
B
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uthor
SCALE: 1/4" = 1'-0" A-601
DOOR FRAME TYPES 3
SCALE: 1/4" = 1'-0" A-601
DOOR TYPES 2

DOOR SCHEDULE
Mark
Door Opening Frame Detail
Door Type Rating Hardware Group DescriptionWidth Height Length Thickness Door
Material
Door
Finish Glazing
Rough
Opening
Open
Height
Open
Length Type Material Finish Head Jamb Sill
1 4' - 0" 7' - 0" 0' - 1 3/4" BB WD PTD Vision Panel 4'-0" 7'-0" 1 HM PTD 1/A-506 2/A-506 1E/A-601 17 2 3' - 0" 7' - 0" 0' - 1 3/4" D WD PTD 3'-0" 7'-0" 1 HM PTD 3/A-507 3-A-507 SIM
1E/A-601 01 Provide 24"x18" bottom grille
3 2' - 8" 7' - 0" 0' - 1 3/4" A WD PTD 2'-8" 7'-0" 1 HM PTD 1/A-506 2/A-506 1E/A-601 18 4 4' - 0" 7' - 0" 0' - 1 3/4" BB WD PTD Vision Panel 4'-0" 7'-0" 1 HM PTD 1/A-506 2/A-506 1E/A-601 10 5 3' - 0" 7' - 0" 0' - 1 3/4" D WD PTD 3'-0" 7'-0" 1 HM PTD 3/A-507 3-A-507 SIM
1E/A-601 01 Provide 24"x18" bottom grille
6 3' - 0" 7' - 0" 0' - 1 3/4" B WD PTD Vision Panel 3'-0" 7'-0" 1 HM PTD 1/A-506 2/A-506 1E/A-601 19 7 3' - 0" 7' - 0" 0' - 1 3/4" A 20 MIN HM PTD 3'-0" 7'-0" 1 HM PTD 5/A-507 6/A-507 1G/A-601 07 8 6' - 2" 7' - 0" 0' - 1 3/4" AA 20 MIN HM PTD 6'-2" 7'-0" 1 HM PTD 7/A-507 8/A-507 1G/A-601 14 10 3' - 0" 7' - 0" 0' - 1 3/4" D WD PTD 3'-0" 7'-0" 1 HM PTD 3/A-506 3-A-507 SIM
1E/A-601 08 Provide 24"x18" bottom grille
11 3' - 0" 7' - 0" 0' - 1 3/4" A 20 MIN HM PTD 3'-0" 7'-0" 1 HM PTD 5/A-507 6/A-507 1G/A-601 04 12 3' - 0" 7' - 0" 0' - 1 3/4" A 20 MIN HM PTD 3'-0" 7'-0" 1 HM PTD 6/A-506 4/A-507 1G/A-601 20 13 5' - 0" 7' - 0" 0' - 1 3/4" AA 20 MIN HM PTD 6'-0" 7'-0" 1 HM PTD 6/A-506 7/A-506 1G/A-601 03 Pair door, One door shall be 3'-0" wide door 14 6' - 6" 8' - 2" 0' - 1 3/4" C 20 MIN AL PF Full-Framed Glass Door Inside Storefront Framing
6'-6" 8'-2" 1 HM PF 4/A-506 5/A-506 1G/A-601 02 (ADA) Automatic Swing Door Operator with Push Plate Button. Refer to note 10
15 3' - 9" 7' - 0" 0' - 0" A 20 MIN HM PTD 3'-6" 7'-0" 1 HM PTD 6/A-506 7/A-506 1G/A-601 04 16 3' - 0" 7' - 0" 0' - 1 3/4" B WD PTD Vision Panel 3'-0" 7'-0" 1 HM PTD 1/A-506 2/A-506 1E/A-601 13 17 2' - 8" 7' - 0" 0' - 1 3/4" A WD PTD 2'-8" 7'-0" 1 HM PTD 1/A-506 2/A-506 1E/A-601 05 18 6' - 6" 8' - 2" 0' - 1 3/4" C 20 MIN AL PF Full-Framed Glass Door Inside Storefront Framing
6'-6" 8'-2" 1 HM PF 4/A-506 5/A-506 1G/A-601 02 (ADA) Automatic Swing Door Operator with Push Plate Button. Refer to note 10
20 2' - 6" 1' - 0
19/32"
2' - 6" H 3'-0" 2'-6" 3 6/A-505B SIM 6/A-505B
SIM
- 16 Roof Hatch
21 3' - 0" 1' - 0
19/32"
4' - 6" H 2'-6" 4'-6" 3 3/A-404,
6/A-505B
3/A-404,
6/A-505B
- 16 Roof Hatch
23 15' - 0" 7' - 4" R SS AN 15'-0" 7'-4" SS AN A/A-518 4/A-505D A/A-518 09 Built to order metal slatted rolling doors secure openings above counters. Can fully
close to Counter Top. (Electric) See note 2
24 7' - 0" 5' - 2" R SS AN 7'-0" 4'-11" SS AN A/A-518 SIM 4/A-505D B/A-518 09 Built to order metal slatted rolling doors secure openings above counters. Can fully
close to Counter Top. (Manual) See note 2
28 3' - 0" 7' - 0" 0' - 1 3/4" B WD PTD Vision Panel 3'-0" 7'-0" 1 HM PTD 1/A-506 2/A-506 12 29 6' - 4" 4' - 0" 0' - 1 3/4" AA 20 MIN HM PTD 6'-4" 4'-0" 1 HM PTD 3/A-505D SIM 3/A-505D 1G/A-601 21 32 6' - 4" 4' - 0" 0' - 1 3/4" AA 20 MIN HM PTD 6'-4" 4'-0" 1 HM PTD 3/A-505D SIM 3/A-505D 1G/A-601 21 33 6' - 4" 4' - 0" 0' - 1 3/4" AA 20 MIN HM PTD 6'-4" 4'-0" 1 HM PTD 3/A-505D SIM 3/A-505D 1G/A-601 21 35 6' - 4" 4' - 0" 0' - 1 3/4" AA 20 MIN HM PTD 6'-4" 4'-0" 1 HM PTD 3/A-505D SIM 3/A-505D 1G/A-601 21 NOTES:

1. REFER TO SHEET A-506 & A-507 FOR DOOR DETAILS.

2. SLATTED ROLLING DOORS NEED TO CLOSE FLUSH TO A COUNTER TOP.

3. FOR HARDWARE GROUP SCHEDULE REFER TO SPECIFICATION
SECTION 08 71 00.

4. EGRESS DOORS SHALL BE READILY OPENABLE FROM THE EGRESS

SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT IN ACCORDANCE WITH BUILDING CODE 1010.1. 19.

5. EACH DOOR IN A MEANS OF EGRESS FROM A GROUP A, OR ASSEMBLY

AREA NOT CLASSIFIED AS AN ASSEMBLY OCCUPANCY, HAVING AN OCCUPANT LOAD OF 50 OR MORE SHALL NOT BE PROVIDED WITH A

LATCH OR LOCK UNLESS IT IS PANIC HARDWARE OR FIRE EXIT
HARDWARE. BUILDING CODE 1010.2.9. FIRE CODE 1010.

SCALE: 3" = 1'-0" A-601
DOOR THRESHOLDS 1
B
ADDENDUM # 4 K. YIM J. KEENAN 11/01/2024
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 WINDOW SCHEDULE NOTES:

1. WINDOW TYPE:
a. REFER TO WINDOW TYPE ELEVATIONS

2. GLAZING TYPE:
a. REFER TO WINDOW SCHEDULE AND SPECIFICATIONS FOR GLAZING TYPE b. SG = SINGLE GLAZED, 1-1/2"
c. DG = DOUBLE GLAZED, 2-1/4" (MULTIPANE GLAZING SHALL BE A MINIMUM

OF ONE TEMPERED PANE MEETING THE REQUIREMENTS OF SECTION R308 SAFETY GLAZING)
d. TG = TRIPLE GLAZED, 3-1/4"
e. T = TEMPERED
f. L-E = LOW - EFFICIENCY
g. HP = HIGH PERFORMANCE, SC = 0.35 MAX OR SHGC = 0.3 MAX h. FG = FROSTED GLASS, INSIDE FACE

3. FRAME TYPE:
a. FA = FACTORY ASSEMBLED

4. FRAME MATERIAL:
a. HM = HOLLOW METAL
b. ALUM = ALUMINUM

5. FRAME FINISH:
a. PF = PRE-FINISHED, FACTORY ANODIZED BLACK
b. KCRF = KALWALL CORROSION RESISTANT FINISH, BLACK

6. DETAILS:
a. REFER TO DETAIL REFERENCE INDICATED ON

WINDOW SCHEDULE

7. KALWALL PERFORMANCE REQUIREMENTS:

INNER COLOR: WHITE
OUTER COLOR: CRYSTAL
PANEL THICKNESS = 2-3/4" FOR CLERESTORY
PANEL THICKNESS = 4" FOR GROUND LEVEL W/

KALWALL WEATHERABLE SURFACE (KWS)

COATING
MAX U-FACTOR = 0.3
MAX SHGC = 0.35

8. S.E. SEE ELEVATION

GROUND LEVEL
0' - 0"
6' - 1" 1' - 8"
4' - 0"
7' - 9"

GROUND LEVEL
0' - 0"
3' - 0" 5' - 0"
4' - 8"
8' - 0"

GROUND LEVEL
0' - 0"
1' - 8"3' - 4"3' - 0"
8' - 0"
2' - 2"
1' - 2"6"

GROUND LEVEL
0' - 0"
4' - 0"3' - 0"
7' - 0"
4' - 0"

GROUND LEVEL
0' - 0"
4' - 4" 4' - 0"
2' - 0"
8' - 4"

GROUND LEVEL
0' - 0"
10' - 0"
12' - 8 1/2"
3' - 1 1/4" 6' - 6" 3' - 1 1/4"
1' - 10"8' - 2"

FIRE RATED

ENTRANCE DOOR

AND FRAMES TO

BE INSIDE OF THE

STOREFRONT

FRAMING
O

GROUND LEVEL
0' - 0"
0" 1' - 2"
3 3/4"
2' - 10 1/4" 2' - 8"
1' - 3 3/4" 2' - 0 1/2" 1' - 3 3/4"
4' - 8"
7' - 0"
4' - 4"
SERVICE OPENING:
432 SQ IN MAX AS

PER CA RETAIL

FOOD CODE

REQUIREMENT
BASIS OF DESIGN:

READY ACCESS
WC14X29131

GROUND LEVEL
0' - 0"
7' - 4"
3 EQUAL PARTS
12' - 0"
2' - 8" 2' - 8"
A-508
5 A-508
4 A-509A
5 A-509
2 W-P
KP-1
5' - 4" 2' - 0"

HVAC EQUIP PAD LEVEL
19' - 6"
5' - 8"

SCHEDULE
SEE
4 EQUAL SPACE
KN-1

SEE SCHEDULE

GROUND LEVEL
0' - 0"
4' - 0"
2' - 0"

GROUND LEVEL
0' - 0"
3' - 0"
3' - 8"3' - 4"
7' - 0"

GROUND LEVEL
0' - 0"
10' - 9 1/4"
3' - 1 1/2"
1' - 7 1/2"

L I C E N S E D A R C H I T
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STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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W I N D O W T Y P E S A - 6 1 1

A N D S C H E D U L E
A
B
M
Checker
. GRINDULO

WINDOW SCHEDULE
MARK

WINDOW FRAME

DESCRIPTION COUNTWIDTH HEIGHT
SILL

HEIGHT TYPE GLAZING

GLAZING

COLOR TYPE MATERIAL FINISH JAMB HEAD SILL
1 2' - 0" 4' - 0" S.E. A DG/L-E/HP Tinted Gray A ALUM PF 6/A-508 SIM 6/A-508 7/A-508 1 2 2' - 0" 4' - 0" S.E. A DG/L-E/HP Tinted Gray A ALUM PF 6/A-508 SIM 6/A-508 7/A-508 1 3 2' - 0" 4' - 0" S.E. A DG/L-E/HP Tinted Gray A ALUM PF 6/A-508 SIM 6/A-508 7/A-508 1 4 4' - 0" 1' - 8" S.E. B DG/L-E/HP/F
G
Tinted Gray B ALUM PF 6/A-508 SIM 6/A-508 7/A-508 1
5 4' - 0" 1' - 8" S.E. B DG/L-E/HP Tinted Gray B ALUM PF 3/A-509A SIM 3/A-509A 4/A-509A 1 6 4' - 0" 1' - 8" S.E. B DG/L-E/HP Tinted Gray B ALUM PF 3/A-509A SIM 3/A-509A 4/A-509A 1 7 4' - 0" 1' - 8" S.E. B DG/L-E/HP Tinted Gray B ALUM PF 1 8 4' - 0" 1' - 8" S.E. B DG/L-E/HP Tinted Gray B ALUM PF 3/A-509A SIM 3/A-509A 4/A-509A 1 9 4' - 0" 1' - 8" S.E. B DG/L-E/HP Tinted Gray B ALUM PF 3/A-509A SIM 3/A-509A 4/A-509A 1 10 4' - 8" 5' - 0" S.E. E DG/L-E/HP Tinted Dark
Gray
E ALUM PF 3/A-509A SIM 3/A-509A 4/A-509A 1
11 4' - 8" 5' - 0" S.E. E DG/L-E/HP Tinted Dark
Gray
E ALUM PF 3/A-509A SIM 3/A-509A 4/A-509A 1
12 2' - 2" 5' - 0" S.E. F DG/L-E/HP Tinted Dark
Gray
F ALUM PF 3/A-509A SIM 3/A-509A 4/A-509A The 603 Walk Up Ticket Window includes a speaker hole and deal tray with interior cover for money or paper
transactions. There is ample visibility, while staff stays protected, 1/4 clear tempered.
1 13 2' - 0" 4' - 0" S.E. G DG/L-E/HP Tinted Gray G ALUM PF 3/A-509A SIM 3/A-509A 4/A-509A 1 14 7' - 2" 4' - 0" S.E. J DG/L-E/HP Tinted Gray J ALUM PF 4/A-505D SIM 7/A-505D SIM 4/A-505D SIM
1 20 4' - 0" 4' - 0" S.E. D DG/L-E/HP Tinted Gray D ALUM PF 4/A-509B SIM 4/A-509B SIM 4/A-509B SIM
1 31 3' - 0" 3' - 8" S.E. L DG/L-E/HP L ALUM PF 3/A-509B SIM 3/A-509B SIM 3/A-509B SIM
Open pass Thru window, stainless steel frame 1
35 4' - 7 1/2" 4' - 3 1/2" S.E. H DG/L-E/HP Tinted Gray H ALUM PF 1/A-509B 1/A-509B SIM 2/A-509B This bi-parting window / unheated air curtain package is ideal for drive-thru or exterior walk up applications.

Bi-parting doors slide open to the sides on overhead
rollers, allowing for a track-free sill. Package includes the window, transom mount air curtain flyfan, and a relay
switch to integrate the fan/window operation (electric
windows only) Window self closes for security and food
safety.
1 40 3' - 0" 1' - 6" S.E. M DG/L-E/HP M METAL PF 5/A-509B SIM 5/A-509B 5/A-509B Louver w/ Insect Wire Screen 1 41 3' - 0" 1' - 6" S.E. M DG/L-E/HP M METAL PF 5/A-509B SIM 5/A-509B 5/A-509B Louver w/ Insect Wire Screen 1 KB-1 40' - 0" 2' - 6" S.E. KB-1 T.P. KB-1 ALUM KCRF 1/A-509A SIM 1/A-509A 1/A-509 Kalwall Wall Facade - see note 7 2 KN-1 18' - 0" 3' - 4" S.E. KN-1 T.P. KN-1 ALUM KCRF 9/A-508 9/A-508 SIM 8/A-508 Kalwall Wall Facade - see note 7 8 KP-1 12' - 0" 2' - 5" S.E. KP-1 T.P. KP-1 ALUM KCRF 4A-508, 2/A-509A
1/A-509A 2/A-509 Kalwall Wall Facade - see note 7 1
KR-1 3' - 6" 10' - 2" S.E. KR-1 T.P. KR-1 ALUM KCRF 2/A-509A, 1/A-509A SIM,
8/A-509A
1/A-509A 5/A-509A Kalwall Wall Facade - see note 7 4
KS-1 8' - 0" 2' - 5" S.E. KS-1 T.P. KS-1 ALUM KCRF 4A-508 SIM, 1/A-509A SIM
1/A-509A 5/A-509A Kalwall Wall Facade - see note 7 1
KU-1 21' - 8" 2' - 4" S.E. KU-1 T.P. KU-1 ALUM KCRF 4A-508 SIM, 1/A-509A SIM
1/A-509A 5/A-509A Kalwall Wall Facade - see note 7 1
KV-1 16' - 0" 2' - 5" S.E. KV-1 T.P. KV-1 ALUM KCRF 4A-508 SIM, 1/A-509A SIM
1/A-509A 5/A-509A Kalwall Wall Facade - see note 7 1
SCALE: 1/4" = 1'-0" A-611

WINDOW TYPE - B B
SCALE: 1/4" = 1'-0" A-611

WINDOW TYPE - E D
SCALE: 1/4" = 1'-0" A-611

WINDOW TYPE - F E
SCALE: 1/4" = 1'-0" A-611

WINDOW TYPE - D C
SCALE: 1/4" = 1'-0" A-611

WINDOW TYPE - A A
SCALE: 1/4" = 1'-0" A-611

WINDOW TYPE - O O
SCALE: 1/4" = 1'-0" A-611

WINDOW TYPE - H G
SCALE: 1/4" = 1'-0" A-611
WINDOW TYPE W-P & KP-1 P
SCALE: 1/4" = 1'-0" A-611
WINDOW TYPE - KN-1 N
SCALE: 1/4" = 1'-0" A-611

WINDOW TYPE - G F
SCALE: 1/4" = 1'-0" A-611

WINDOW TYPE - L L
NOTE:

REFER TO SCHEDULE FOR FOR WINDOW
DETAILS.

SCALE: 1/4" = 1'-0" A-611

WINDOW TYPE - M M
A
W-U 21' - 7 7/8" 7' - 4" S.E. U DG/L-E/HP Tinted Gray U ALUM PF 4/A-508 1/A-509A 2/A-509 1 W-V 16' - 0" 7' - 4" S.E. V DG/L-E/HP Tinted Gray V ALUM PF 4/A-508 1/A-509A 2/A-509 1 W-P 12' - 0" 7' - 4" S.E. P DG/L-E/HP Tinted Gray P ALUM PF 4A-508, 2/A-509A
1/A-509A 2/A-509 1
W-W1 21' - 5 5/16" 7' - 4" S.E. W DG/L-E/HP Tinted Gray W ALUM PF 6/A-508 SIM 6/A-508 SIM 2/A-509A 1 W-W2 21' - 5 5/16" 7' - 4" S.E. W DG/L-E/HP Tinted Gray W ALUM PF 6/A-508 SIM 6/A-508 SIM 2/A-509A 1 O 12' - 8 1/2" 10' - 0" S.E. O DG/L-E/HP Tinted Gray O ALUM PF 5/A-506 SIM 4/A-506 SIM 6/A-509B 1 S 8' - 4 13/16" 7' - 6" S.E. S DG/L-E/HP Tinted Gray S ALUM PF 5/A-506 SIM 4/A-506 SIM 6/A-509B 1 B
ADDENDUM # 3 M. GRINDULO J. KEENAN 10/25/2024
ADDENDUM # 4 M. GRINDULO J. KEENAN 11/01/2024
B
B
B
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

GROUND LEVEL
0' - 0"
W-W2
2' - 8"
7' - 4"
5' - 4"
5 EQUAL PARTS
21' - 4"

GROUND LEVEL
0' - 0"
W-V
2' - 8" 7' - 4"
5 A-509A
KV-1

GROUND LEVEL
0' - 0"
7' - 4" 2' - 8"
5 EQUAL PARTS
21' - 8"
W-U
5' - 4"
12' - 6 1/2"
2' - 6 1/2"
KU-1
2' - 4"
5 A-509A

GROUND LEVEL
0' - 0"
2' - 6"
3' - 6"
KR-1

GROUND LEVEL
0' - 0"
10' - 0"
8' - 0"
KS-1
S
8' - 2"
5 A-509A

GROUND LEVEL
0' - 0"
5 EQUAL PARTS
21' - 4 1/2"
2' - 8" 7' - 4"
5' - 4"

GROUND LEVEL
0' - 0"
KB-1
10' - 2"
12' - 8"
2' - 6"
10 EQUAL PARTS
40' - 0"

DJ BOOTH LEVEL
2' - 4"
3' - 0" 3' - 9" 1' - 4"
7' - 2"

L I C E N S E D A R C H I T
E
C
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STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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W I N D O W T Y P E S A - 6 1 2
B
A
Checker
uthor
SCALE: 1/4" = 1'-0" A-612
WINDOW TYPE W-W2 U
SCALE: 1/4" = 1'-0" A-612
WINDOW TYPE W-V & KV-1 V
SCALE: 1/4" = 1'-0" A-612
WINDOW TYPE W-U & KU-1 W
SCALE: 1/4" = 1'-0" A-612
WINDOW TYPE KR-1 R
SCALE: 1/4" = 1'-0" A-612
WINDOW TYPE S & KS-1 S
1/4" = 1'-0" A-612
WINDOW TYPE W-W1 X
1/4" = 1'-0" A-612
WINDOW TYPE KB-1 Y
B
ADDENDUM # 4 K. YIM J. KEENAN 11/01/2024
1/4" = 1'-0" A-612

WINDOW TYPE J Z
NOTE:

REFER TO SCHEDULE FOR FOR WINDOW
DETAILS.

B
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

GB-X GYPSUM WALLBOARD, FIRE-RESISTANT

BB BACKER BOARD

GYPSUM BOARD TYPES

GD GREENBOARD DRYWALL

FINISH / MATERIAL LEGEND

PT PORCELAIN TILE

CT CARPET TILE

PF PAINT FINISH

MP METAL PANEL
FLOOR & BASE MATERIAL TYPES (REFER TO SHEET AG-601, AG-602, AG-603 AND AG-604 FOR MORE INFORMATION) WALL MATERIAL TYPES (REFER TO SHEET AG-601, AG-602, AG-603 AND AG-604 FOR MORE INFORMATION)

PT PORCELAIN TILE

TC TROWEL FINISH CIP CONCRETE, SEALED

FRP FIBERGLASS REINFORCED PLASTIC

WD WOOD

RT ROLLED CARPET

CP CEMENT PLASTER

GB GYPSUM WALLBOARD
WP MDF WAVE PATTERN 3D PANEL
VB VINYL WALL BASE, 4"

EXP EXPOSED TO METAL DECK AND BEAMS
CEILING MATERIAL TYPES ( (REFER TO SHEET AG-601, AG-602, AG-603 AND AG-604 FOR MORE INFORMATION)

ACT ACOUSTICAL CEILING TILE

GB GYPSUM WALLBOARD

GD GREENBOARD DRYWALL

TP TECTUM PANEL
TCB 6" HIGH x 3/8" RADIUS TILE COVE BASE

PMP PERFORATED METAL PANEL
A
GENERAL NOTES:

1. 2.

3. 4.

APPLY CLEAR ANTI-GRAFFITI COATING TO VERTICAL FINISH SURFACES, EXCEPT PORCELAIN TILES EXPOSED TO PUBLIC VIEW.

APPLY ANTI-GRAFFITI FILM TO ALL GLASS SURFACES UO TO 8'-0" HIGH MINIMUM, INCLUDING ILLUMINATED SIGNS.

SEE SPECIFICATION FOR MATERIAL FINISH AND COLOR REQUIREMENTS.

PROVIDE MIN 16 GA METAL BACKING AS REQUIRED TO SUPPORT TOILET ACCESSORIES. USE 16 GA SUPPORTING STUDS FOR BABY CHANGING STATIONS.

A

PXL PRELUDE XL (HRC) PANEL

L I C E N S E D A R C H I T
E
C
T

STA T E O F CA L I FORN I A
Ren. 9/30/2025
No. C21756
A
N

I L V E R M
A
NO. REVISION REVISED BY APPROVED BY DATE SCALE:

DATE:

JOB NO:

SHEET:

OF
APPROVED FOR CONSTRUCTION:

APPROVED FOR CONSTRUCTION (L SHEETS ONLY):

CITY ENGINEER

DAMON LETZ
DATE

DIRECTOR OF RECREATION AND COMMUNITY SERVICES

JANINE PRADO
DATE
G R A - 2 4 - 0 0 0 3 1
23920 VALENCIA BLVD., SUITE 3OO

CITY OF SANTA CLARITA
(661) 286-4031
SANTA CLARITA, CA 91355
PLANS PREPARED FOR:

ANIL VERMA, FAIA RA C21756
PLANS PREPARED UNDER THE DIRECTION OF:

DATE
PLANS PREPARED BY: CITY OF SANTA CLARITA

THE RINK SPORTS PAVILION
IN ACCORDANCE WITH RESOLUTION No. 19-6, AS A RESOLUTION

OF THE CITY COUNDIL OF THE CITY OF SANTA CLARITA

DELEGATION DISCRETIONARY AUTHORITY TO THE DIRECTOR OF

PUBLIC WORKS, DIRECTOR OF RECREATION AND COMMUNITY

SERVICES, DIRECTOR OF NEIGHBORHOOD SERVICES, CITY

ENGINEER, AND ASSISTANT CITY ENGINEERS TO APPROVE PLANS

AND DESIGNS FOR THE CONSTRUCTION OF OR IMPROVEMENTS TO

PUBLIC PROPERTY FOR PURPOSES OF DESIGN IMMUNITY
PURSUANT TO GOVERNMENT CODE SECTION 830.6 FOR THE CITY

OF SANTA CLARITA, I DO HEREBY EXERCISE THE MODIFICATION

TO THE PLAN OR DESIGN, OR A CONSTRUCTION OF, OR AN

IMPROVEMENT TO THE PUBLIC FACILITY, STRUCTURE, OR

PROPERTY TO WHICH THIS STATEMENT, MY SIGNATURE AND DATE IS AFFIXED.

BLD24-00102
444 S. Flower St., Suite 1688 Los Angeles, CA 90071
A n i l V e r m a A s s o c i a t e s , I n c . 20860 CENTRE POINTE PARKWAY SANTA CLARITA, CA 91350

DIRECTOR OF NEIGHBORHOOD SERVICES
JERRID McKENNA
DATE

AS SHOWN
08/30/2024
P3034
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A - 6 2 1

R O O M F I N I S H & T O I L E T

A C C E S S O R Y S C H E D U L E
A
B
M
Checker
. GRINDULO

ROOM FINISH SCHEDULE
Room
Floor
Finish
Wall Ceiling
NotesNumber Name Area
Base
Finish
North East South West
l Finish Material Finish Finish Type HeightMaterial Finish Material Finish Materia 101 DJ BOOTH 213 SF CT VB GB PF GB PF GB PF GB PF 9'-4"/7'-0" 102 VESTIBULE 1 59 SF PT TCB BB PT BB PT BB PT PF GB 8'-2" 103 WOMEN'S RESTROOM 398 SF PT TCB BB PT BB PT BB PT BB PT PF GD 8'-2" 104 JANITOR 30 SF PT TCB GB FRP GB FRP GB FRP GB FRP PF GD 8'-0" 105 VESTIBULE 2 45 SF PT TCB BB PT BB PT BB PT BB PT PF GB 8'-2" 106 MEN'S RESTROOM 278 SF PT TCB BB PT BB PT BB PT BB PT PF GD 8'-2" 107 FIRE RISER RM 83 SF TC VB GB PF GB PF GB PF CP PF EXP 108 STAIR-1 58 SF TC - GB PF GB PF GB PF GB PF EXP
109 ELEC RM 119 SF TC VB GB-X PF GB-X PF GB-X PF GB-X PF EXP 110 OFFICE 230 SF CT VB GB PF GB PF GB PF GB PF ACT 8'-2" 111 TICKETING 108 SF CT VB GB PF GB PF GB PF GB PF ACT 8'-2" 112 SKATE RENTAL SHOP 416 SF CT VB GB PF GB PF GB PF GB PF ACT 8'-2" 113 LOCKERS 211 SF CT VB GB PF GB PF GB PF GB PF ACT 8'-2" 114 FAMILY RESTROOM 58 SF PT TCB BB PT BB PT BB PT BB PT PF GD 8'-2" 115 STAIR-2 53 SF TC GB PF GB PF GB PF GB PF EXP
116A ENTRY 158 SF CT GB FRP/PF PMP
116B CIRCULATION AREA 1150 SF CT VB GB FRP/PF GB FRP/PF GB FRP/PF GB FRP/PF PMP 116C DECK AREA 1459 SF CT VB PMP
116D CUSTOMER LINE 72 SF CT GB PMP
117 ROLLER SKATE RINK / PICKLEBALL / VOLLEYBALL / BASKETBALL COURT 11804 SF WD - PMP 118 SKATE CHANGING BENCHES 308 SF CT VB GB FRP/PF GB FRP/WP/ PF

GB FRP/PF PMP
119 KITCHEN & CONCESSION KIOSK 973 SF PT TCB GB FRP GB FRP GB FRP GB FRP PF PXL 8'-8" 121 SEATING AREA 733 SF CT VB GB FRP/PF PMP
122 PRIVATE PARTY SECTION 1149 SF CT VB GB FRP/WP/PF GB FRP/WP/P F
PMP
123 IDF AREA Not Placed CT VB GB PF GB PF GB PF GB PF PMP 124 UTILITY 23 SF PT TCB GB FRP GB FRP GB FRP GB FRP PF GD 8'-0" 125 STO 22 SF TC GB PF GB PF GB PF CP PF EXP
126 SPORTS EQPMT STORAGE 96 SF TC VB GB FRP GB FRP/PF GB FRP/PF GB FRP/PF EXP 127 BLEACHERS 1242 SF TC TP GB / TP 14'-9"
201 STORAGE-1 1069 SF RC VB GB PF BB PF GB PF GB PF EXP 202 STORAGE-2 1365 SF RC VB GB PF GB PF GB PF GB PF EXP

TOILET ACCESSORY SCHEDULE
Type Mark Description Material & Finish Manufacturer Model Installation Type Count 01 Recessed Convertible Automatic, Universal Roll Towel Dispenser Equipped with LED Light/Waste Receptacle Stainless Steel-Bobrick-Type 304-Satin Bobrick B-3974 2 01A Surface Mounted Convertible Automatic, Universal Roll Towel Dispenser/Waste Receptacle Stainless Steel-Bobrick-Type 304-Satin Bobrick B-3979 1 02 Bobrick B-3699 Classic Series Surface Mounted Combination Towel and Waste Unit Stainless Steel-Bobrick-Type 304-Satin Bobrick Washroom Equipment, Inc. B-3699 1 03 Surface-Mounted Multi-Roll Toilet Tissue Dispenser Stainless Steel-Bobrick-Type 304-Satin Bobrick Washroom Equipment, Inc. B-4288 8 04 KB310-SSRE Baby Changing Station Closed Position Stainless Steel-Bobrick-Type 304-Satin Koala Kare KB310-SSRE Recessed in Wall 2 04A KB310-SSWM Baby Changing Station Closed Position Stainless Steel-Bobrick-Type 304-Satin Koala Kare KB310-SSWM Surface Mounted 1 05 Restroom Accessories: 1 1/2" dia. Grab Bar - ADA Stainless Steel-Bobrick-Type 304-Satin, Slip-resistant surface Bobrick B-6806 Series, 36" & 42" 3 05A Restroom Accessories: 1 1/2" dia. Grab Bar - ADA Stainless Steel-Bobrick-Type 304-Satin, Slip-resistant surface Bobrick B-6806 Series, 42" 2 06 Bobrick B-301 Recessed Seat Cover Dispenser Stainless Steel-Bobrick-Type 304-Satin Bobrick Washroom Equipment, Inc. B-301 8 07 ClassicSeries Recessed Toilet Seat-Cover Dispenser, Waste Disposal, and Toilet Tissue Dispenser Stainless Steel-Bobrick-Type 304-Satin Bobrick B-3092 Surface-Mounted 2 07A ClassicSeries Recessed Toilet Seat-Cover Dispenser, Waste Disposal, and Toilet Tissue Dispenser Stainless Steel-Bobrick-Type 304-Satin Bobrick B-3091 Surface-Mounted 1 07B ClassicSeries Toilet Seat-Cover Dispenser, Waste Disposal, and Toilet Tissue Dispenser Stainless Steel-Bobrick-Type 304-Satin Bobrick B-30919 Surface-Mounted 1 08 Designer Series™ Counter-Mounted Automatic Foam Soap Dispenser ABS, Chrome Bobrick B824 9 09A Hand Dryer AB14: ABS, Grey DYSON DYSON AIRBLADE dB 2 09B Hand Dryer AB14: ABS, Grey DYSON DYSON AIRBLADE dB 1 09C Hand Dryer AB14: ABS, Grey DYSON DYSON AIRBLADE dB 1 10 Bobrick B-7128 115V TrimLine Surface Mounted Automatic Hand Dryer Stainless Steel-Bobrick-Type 304-Satin Bobrick Washroom Equipment, Inc. B-7128 115V 1 11 Toilet Stall Partition HDPE (High Density Polyethylene, Orange Peel, Mahogany Scranton Products Hiny Hiders 7 12 Toilet Stall Partition HDPE (High Density Polyethylene, Orange Peel, Mahogany Scranton Products Hiny Hiders 1 13 Toilet Stall Partition HDPE (High Density Polyethylene, Orange Peel, Mahogany Scranton Products Hiny Hiders 1 14 Toilet Stall Partition HDPE (High Density Polyethylene, Orange Peel, Mahogany Scranton Products Hiny Hiders 1 15 Toilet Stall Partition HDPE (High Density Polyethylene, Orange Peel, Mahogany Scranton Products Hiny Hiders 1 16 Urinal Partition Stainless Steel-Bobrick-Type 304-Satin Scranton Products Hiny Hiders 2 17 Satin-finish stainless steel. Removable funnel top with 8 1⁄4" (210mm) diameter opening for hygienic, no-touch disposal of waste. Four heavy-duty rubber feet. Rigid plastic liner waste container has handle for easy removal. Capacity: 33-gal. (125-L). Unit 18 1⁄4" diameter, 32" high (465 x 815mm).

Stainless Steel-Bobrick-Type 304-Satin Bobrick B-2400 2 ( TA-XX )
A
A
A
A
A
A
A
A
ADDENDUM # 3 M. GRINDULO J. KEENAN 10/25/2024
B
B
B
B
B
B
ADDENDUM # 4 M. GRINDULO J. KEENAN 11/01/2024
ADDENDUM #4
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 ABBREVIATIONS: UTILITY COORDINATION: GEOTECHNICAL REPORT: GENERAL NOTES: FILL NOTES: INSPECTION NOTES: AGENCY NOTES: GEOLOGY AND SOILS NOTES: PLANTING AND IRRIGATION NOTES: STORMWATER POLLUTION NOTES:

Cristian Nalbandian
Tuesday, November 05, 2024 9:14:23 AM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD-PHASE5\950 DRAWINGS\C300-SC RSR-GENERAL NOTES.DWG APPROVED 250 Commerce | Suite 200 | Irvine | California | 92602 RAILPROS www.railpros.com Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 W W W W C C C C C W 1 2 3 4 5 DBAC UP UP 1 2 3 4 5 GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS GAS E E E E E E E W FFE 1395.20 FFE 1394.79 AC AC AC AC AC CVT R R FH B B FDC IRPB ICV ICV IRPB ICV SCO 1394.32 RIMVVV (1395) (1395) (1394) (1393) (1393) (1394) (1396) 1391 1392
1393
(1394)

CPB MH GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS E E E E E E E W GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS E E E E E E E W SD
SD

SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD SD GAS CONSTRUCTION NOTES: GENERAL NOTES:

Cristian Nalbandian
Tuesday, November 05, 2024 10:44:06 AM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD-PHASE5\950 DRAWINGS\C301-SC RSR-UTILITY PLAN.DWG APPROVED 250 Commerce | Suite 200 | Irvine | California | 92602 RAILPROS www.railpros.com STORM DRAIN NOTES: #1 #1.

Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

AC AC AC AC AC CVT DS R R FH B B FDC
FDC
ICV
4" TREE
3" TREE
IRPB
4" TREE
4" TREE
ICV
SCO 1394.32 RIM
4" TREE
4" TREE VVV (1395) CPB MH GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS E E E E E E E W W W W W C C C C C W UP UP AC AC AC AC AC AC CVT DS R R FH B B FDC FDC
ICV
4" TREE
3" TREE
IRPB
4" TREE
4" TREE
ICV
4" TREE
4" TREE VVV GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS E E E E E E E W FFE 1395.20 FFE 1394.79 SD
SD

SD SD SD SD SD SD SD SD SD SD SD SD SD
SD
SD SD GAS GENERAL NOTES: BIORETENTION BASIN NOTES:

Cristian Nalbandian
Tuesday, November 05, 2024 8:42:42 AM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD-PHASE5\950 DRAWINGS\C304-SC RSR-GRADING PLAN.DWG APPROVED 250 Commerce | Suite 200 | Irvine | California | 92602 RAILPROS www.railpros.com Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 CONSTRUCTION NOTES:

Cristian Nalbandian
Tuesday, November 05, 2024 9:00:37 AM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD-PHASE5\950 DRAWINGS\TEMPORARY CAT 5 & CITY TRAILER INSTALL EXHIBIT.DWG APPROVED 250 Commerce | Suite 200 | Irvine | California | 92602 RAILPROS www.railpros.com EXHIBIT T - TEMPORARY POWER Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

STAGING AREA EX BACK OF WALK

23.8' EX EDGE OF CONC WALKWAY EX GYM BLDG 6.0' END FENCE AT BLDG WALL, 2" MAX CLEAR GAP BETWEEN FENCE AND BLDG WALL 1.4' EX BACK OF WALK EX PARKING ISLAND EX PARKING ISLAND

5.0' C/L GATE EX EDGE STRIPE EX CURB FACE EX CURB INLET SET FENCE 1' INSIDE BASKETBALL COURT EDGE EX COLUMN 14.9' DEMO LIMIT AS DEFINED PER DEMO PLAN PAVERS TO REMAIN OUTSIDE OF DEMO LIMITS EX EDGE OF CONC WALKWAY PROJECT SITE EX CONC EDGE INSTALL 20' WIDE AC RAMP, 3' LONG, CENTERED ON GATE, INSTALL 3" PVC SCH 40 PIPE FOR DRAINAGE, MATCH EX CURB FLOWLINE EXIST FACE OF CURB NO SCREEN MATERIAL ON FENCE ALONG THIS BACK CURB PLACE FENCE/STANDS ALONG EX FACE OF CURB CONSTRUCT DIRT RAMP IN FRONT OF EXPOSED EDGE OF PAVERS FOR THE WIDTH OF THE GATE. RAMP LENGTH= 3'

1.0' 6.2'

1.0'

7.1' EX EDGE OF CONC 56.0' 33.2'

4.4' END FENCE AT BLDG WALL, 2" MAX CLEAR GAP BETWEEN FENCE AND BLDG WALL 1.0' EX CONC/ PAVER EDGE SET FENCE CORNER/GATE END POST WHERE GUTTER TERMINATES. PLACE FENCE 1' INSIDE OF EX CURB FACE SET FENCE 1' INSIDE OF EX CURB FACE NOTE: CONTRACTOR TO ADJUST FENCE AS REQUIRED TO PERFORM THE WORK 1 1/2 0 1 2 20 10 0 20 40 INCHES FEET CONSTRUCTION LEGEND · Temporary Construction Fence Panels o Panel Length = 12'; Height = 6' - SEE NOTE HEREON ON CUSTOMIZED PANEL LENGTHS o Outside vertical and horizontal frame = 1-3/8” diameter tubing, .065 (16 gauge) wall thickness with hot dipped galvanized coating o One vertical (full length) and two horizontal braces (each side of vertical brace) using 1-3/8” diameter tubing (.065 16-gauge wall thickness), with hot dipped galvanized coating o All tubing will be connected using full penetrating welds, exposed welds are coated with a spray on galvanized coating o Attach fence fabric to all frame tubing, including corners, with aluminum wire ties every 6” on center o Chain link fabric is 11 gauge, 2” mesh with hot dipped galvanized coating o The bottom side of the vertical end post must be open for installation on the stand male post o Commercial Mesh Screening per spec below · Temporary Construction Panel Stands o Galvanized Construction o All tubing except for the upright supports are made from 1-3/8” diameter tubing, .065 16-gauge wall thickness), with hot dipped galvanized coating o Upright male supports must allow the 1-3/8” vertical panel tubes to slide over with a snug fit o Upright male supports will be fabricated from tubing with a .065 (16 gauge) wall thickness o All tubing will be connected using full penetration welds, exposed welds are coated with a spray on galvanized coating · Hardware o Gate hardware kits / 5 GATES § Double swing configuration - Two 10-foot panels each with a gate helper wheel § 1- 3/8” O.D. Collar § 2- 3/8 O.D. Fork latch § 2- 1 3/8” O.D. Female hinge § 2- 1 3/8” O.D. Male hinge § All required nuts and bolts § All hardware to be galvanized o Panel to panel clamps / 83 PANELS X 2 = 166 § 1/ 3/8 double clamps § All required nuts and bolts § All hardware to be galvanized · High Visibility Anchor Fence Weights / 83 PANEL STANDS X 2 = 166 o 30 Pound each o Two per panel stand o Designed to fit over panel stands o Designed to fit flush to the ground o Orange safety color · Commercial Open Mesh Screening / 47 SCREENS o 11' 6” X 5' 6” o Green o 600 Series o Screen opacity, 89% Blockage o Gromets at each corner and every 6” for attachment at all frame tubes (top, bottom, ends, center vertical, center horizontal) o Secure using heavy duty ¼” UV rated zip ties o Cut all zip ties flush · Scope of Work Includes the Following: Purchase all listed materials, assembly of all listed materials, installation of all listed materials, and any and all required maintenance from issuance of the notice to proceed to city approval of the final payment request. Installation shall commence following issuance of the second notice to proceed. · All materials are to be new, no used materials will be allowed · Phase II Bid to include acceptance of fencing layout and materials as installed at issuance of the Notice to Proceed. INSTALL TEMP. CONSTRUCTION FENCE (6' HIGH) PER SPECS HEREON INCLUDE SCREEN UNLESS OTHERWISE NOTED INSTALL 20' WIDE ACCESS GATE PER SPECS HEREON FENCE / GATE SPECS C-102 CONSTRUCTION SITE FENCE PLAN NOTES: 1. FENCE LAYOUT SHOWN MAY BE ADJUSTED SLIGHTLY TO MAINTAIN STANDARD PANEL LENGTHS. SOME PANELS WILL REQUIRE LENGTH MODIFICATION. FENCE PANEL BASE SUPPORTS NOT TO SCALE. 2. SEE APPROVED TEMPORARY FIRE ACCESS PLAN ATTACHED AT THE END OF THIS PLAN SET. DEMO LIMITS Cristian Nalbandian
Tuesday, November 05, 2024 9:13:07 AM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD\950 DRAWINGS\C102-SC RSR-FENCE_TEMPACCESS.DWG 250 Commerce | Suite 200 | Irvine | California | 92602 RAILPROS www.railpros.com PHASE 1 CONSTRUCTION GRADING - SHEET FOR REFERENCE PURPOSES ONLY PHASE 1 GRADING Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS
GAS

GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS GAS
GAS E E E E E E W CVT DS R R FH B B FDC SCO 1394.32 RIMVVV (1395) (1394) (1393) (1395) (1394) (1395)
(1394)
(1394)
(1393)
(1394) (1396)
1392
1393
(1394)
(1394)
CPB MH

CONC GRASS AC AC
CONC
CONC
GRASS
GRASS
GRASS EX. GYM BUILDING AC CONC
Cristian Nalbandian
Monday, November 04, 2024 4:08:04 PM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD\950 DRAWINGS\C303-SC RSR-GRADING PLAN PH3.DWG 250 Commerce | Suite 200 | Irvine | California | 92602 RAILPROS www.railpros.com C-303 FINISH PAD / GRADING BACKFILL NOTE: PAD BOUNDARY NOTE: GRADING NOTE: UTILITY NOTE: PHASE 1 CONSTRUCTION GRADING - SHEET FOR REFERENCE PURPOSES ONLY PHASE 1 GRADING LOWER SUB-GRADE BY 7" TO ACCOMMADATE 186 CY OF SPOILS. BALANCE OF SPOILS SHALL BE HAULED OFF SITE BY CONTRACTOR 115 FT X 75FT Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 Cristian Nalbandian
Tuesday, November 05, 2024 9:20:03 AM
Z:\ENGINEERING\CITY OF SANTA CLARITA\CITY ROLLER RINK\900 CADD\950 DRAWINGS\C304-SC RSR-RINK CROSS SECTIONS.DWG 250 Commerce | Suite 200 | Irvine | California | 92602 RAILPROS www.railpros.com C-304 ROLLER RINK CROSS SECTIONS CONSTRUCTION LEGEND NOTE: PROVIDE SHORING AS NECESSARY TO PROTECT EXISTING WALKWAY IN PLACE PHASE 1 CONSTRUCTION GRADING - SHEET FOR REFERENCE PURPOSES ONLY PHASE 1 GRADING Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 REV. 2
PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT TABLE OF CONTENTS
CITY OF SANTA CLARITA P-3034A 00 01 10-1
DOCUMENT 00 01 10
This contract shall be in conformance with the Construction Specification Institute (CSI) Standard Specifications

TABLE OF CONTENTS
Division Document Title

INTRODUCTORY INFORMATION
00 01 01 Title Page
00 01 07 Seals Page
00 01 10 Table of Contents
00 01 15 List of Drawing, Tables, Schedules and Technical Specifications

BIDDING REQUIREMENTS
00 11 13 Advertisement for Bids
00 11 16 Notice Inviting Bids
00 21 00 Access, Indemnity and Release Agreement
00 21 13 Instructions to Bidders
00 31 32 Geotechnical Data and Existing Conditions

BID FORMS AND BID SUBMITTALS
00 41 13 Bid Form
00 43 13 Bond Accompanying Bid
00 43 14 Bidder Registration Form
00 43 36 Subcontractors Listing
00 45 13 Statement of Qualifications for Construction Work 00 45 13A Statement of Qualifications Questionnaire
00 45 19 Non-Collusion Declaration
00 45 46 Bidder Certifications
00 45 48 CARB Off-Road-Diesel Certification

CONTRACT FORMS
00 50 50 Notice of Intent to Award for Construction
00 51 00 Notice of Award
00 52 00 Agreement
00 55 00 Notice to Proceed
00 61 13.13 Construction Performance Bond
00 61 13.16 Construction Labor and Material Payment Bond 00 62 90 Escrow Agreement for Security Deposits in Lieu of Retention Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 REV. 2
PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT TABLE OF CONTENTS
CITY OF SANTA CLARITA P-3034A 00 01 10-2
00 63 25 Substitution Request Form
00 65 30 Agreement and Release of Any and All Claims
00 65 36 Guaranty

CONDITIONS OF THE CONTRACT
00 72 00 General Conditions
00 73 16 Supplementary Conditions – Insurance and Indemnification 00 73 24 In-Use Off-Road Diesel-Fueled Fleet Regulations 00 73 80 Apprenticeship Program
00 91 13 Addenda
Supplemental Contract Documents
EXHIBIT "A" Geotechnical Exploration Report Job No. 2004-037-003 prepared by RT Frankian June 20, 2023 / ON FILE
EXHIBIT "B" Soil Corrosivity Study Report prepared by RT Frankian June 23, 2023 / ON FILE EXHIBIT "C" Phase I Grading Geotechnical Report
EXHIBIT "D" Health Department Tentative Plans ON FILE
EXHIBIT "E" Fire Department Tentative Site Plan (Life Safety) ON FILE EXHIBIT "F" Fire Department Fuel Modification Plan ON FILE EXHIBIT "G" Fire Department Approved Construction Access Plan ON FILE EXHIBIT "H" Phase I Grading and Site Improvements (not part of bid/information only) ON FILE EXHIBIT "I" Phase I Grading Certificate (City to provide prior to issuance of NTP) ON FILE EXHIBIT "J" City Provided Survey Control Points (4 Locations) ON FILE - See Addendum #3.

EXHIBIT "K" City Provided Fencing Plan (contractor to maintain throughout construction) ON FILE
EXHIBIT "L" Bid Alternate I / Scissor Lift Specifications ON FILE EXHIBIT "M" Not Used
EXHIBIT "N" AIA Application and Certification for Payment Form G702 (Sample Only, Contractor Purchase) ON FILE
EXHIBIT "O" AIA Continuation Form G703 (Sample Only, Contractor to Purchase) ON FILE EXHIBIT "P" C&DMMP REQUIREMENTS
EXHIBIT "Q" Los Angeles County MTD 1816 Sheet 4 As-Built (not part of bid/information only) EXHIBIT "R" Emergency Gas and Water Shut Off Locations Map EXHIBIT "S" Emergency Contact Sheet
EXHIBIT "T" Temporary Power Specifications / Exhibit
DIVISION 01 - GENERAL REQUIREMENTS
Division Document Title...............................................................................Number of Pages 01 10 00 General Requirements.............................................................................. 07 01 11 00 Summary of Work.................................................................................... 07 01 12 16 Phasing of the Work................................................................................. 04 01 20 00 Measurement and Payment...................................................................... 07 01 23 00 Alternates (Bid Items)...........................................................................02 01 25 00 Substitution Procedures............................................................................ 04 B
B
B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 REV. 2
PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT TABLE OF CONTENTS
CITY OF SANTA CLARITA P-3034A 00 01 10-3
01 26 00 Modification Procedures.......................................................................... 14 01 26 13 Request for Information / Clarification ................................................... 02 01 29 00 Payment Procedures................................................................................. 06 01 29 73 Schedule of Values................................................................................... 03 01 31 00 Project Management and Coordination................................................... 13 01 31 13 Project Coordination ................................................................................ 04 01 31 19 Project Meetings ...................................................................................06 01 32 13 Construction Schedule ............................................................................. 11 01 32 29 Project Forms ........................................................................................... 05 01 33 00 Submittal Procedures............................................................................05 01 41 00 Regulatory Requirements......................................................................... 07 01 42 00 References and Definitions...................................................................... 09 01 42 13 Abbreviations, Symbols and Acronyms.................................................. 16 01 45 16 Contractor Construction Quality Control ................................................ 18 01 45 23 Testing and Inspection ............................................................................. 06 01 45 25 Testing, Adjusting, and Balancing for HVAC........................................ 17 01 50 00 Construction Facilities and Temporary Controls.................................... 14 01 55 26 Traffic Control and Access...................................................................... 04 01 56 00 Site Security and Safety ........................................................................... 06 01 57 13 Temporary Erosion and Sedimentation Control...................................... 05 01 60 00 Products, Materials, Equipment & Substitutions.................................... 03 01 71 23 Field Engineering ..................................................................................... 06 01 73 29 Cutting and Patching................................................................................ 06 01 74 00 Cleaning.................................................................................................... 02 01 74 19 Construction and Demolition Waste Management ................................. 09 01 77 00 Contract Closeout..................................................................................... 09 01 78 36 Warranties................................................................................................. 03 01 78 39 Project Record Documents ...................................................................... 11 01 79 00 Maintenance & Operations (M&O) Staff Demonstration & Training ... 10 01 81 19 Indoor Air Quality Procedures................................................................. 08

TABLE OF CONTENTS FOR TECHNICAL SPECIFICATIONS
Division Document Title..............................................................................Number of Pages DIVISION 02 - EXISTING CONDITIONS
02 26 00 Assessment .............................................................................................. 09 02 26 01 Removal and Disposal of Hazardous Substances .................................. 07 02 41 16 Demolition............................................................................................... 04 DIVISION 03 - CONCRETE
03 10 00 Concrete Forming and Accessories........................................................ 05 Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 REV. 2
PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT TABLE OF CONTENTS
CITY OF SANTA CLARITA P-3034A 00 01 10-4
03 20 00 Concrete Reinforcing .............................................................................. 05 03 30 00 Cast-In-Place Concrete............................................................................ 18 03 48 00 Pre-Cast Concrete wall Caps .................................................................. 05 03 49 00 Glass Fiber Reinforced Concrete (GFRC) ............................................. 14 DIVISION 04 - MASONRY
04 22 00 Concrete Unit Masonry........................................................................... 11 04 73 00 Manufactured Masonry Veneer.............................................................. 06 DIVISION 05 - METALS
05 05 13 Hot-Dip Galvanizing..........................................................................................................06 05 05 22 Metal Welding ..............................................................................................................08 05 12 00 Structural Steel Framing ....................................................................................................15 05 30 00 Metal Decking ..............................................................................................................05 05 41 00 Cold-Formed Metal Framing .............................................................................................06 05 50 00 Metal Fabrications .............................................................................................................07 05 51 00 Metal Stairs ..............................................................................................................07 05 51 15 Aluminum Ladder..............................................................................................................05 05 52 00 Metal Railings ..............................................................................................................07 DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 Rough Carpentry ..............................................................................................................05 06 20 00 Finish Carpentry ..............................................................................................................04 06 41 00 Architectural Wood Casework...........................................................................................06 06 73 00 Composite Wood ..............................................................................................................05 06 83 00 Composite Paneling ...........................................................................................................04 DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 21 00 Thermal Insulation ............................................................................................................05 07 22 00 Roof Deck Insulation .........................................................................................................04 07 22 13 Foil-Faced Rigid Insulation ...............................................................................................07 07 26 00 Vapor Barrier ..............................................................................................................02 07 27 26 Fluid-Applied Weather Resistant Barrier ..........................................................................07 07 41 13 Metal Roof Panel Standing Seam ......................................................................................10 07 42 13 Insulated Core Metal Panel................................................................................................11 07 42 43 Composite Wall Panel........................................................................................................09 07 52 16 Modified Bituminous Membrane.......................................................................................09 07 60 00 Flashing and Sheet Metal...................................................................................................06 07 71 00 Roof Specialties ..............................................................................................................03 07 84 13 Penetration Firestopping ....................................................................................................12 07 92 00 Joint Sealants ..............................................................................................................07 Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 REV. 2
PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT TABLE OF CONTENTS
CITY OF SANTA CLARITA P-3034A 00 01 10-5
DIVISION 08 - OPENINGS
08 11 13 Hollow Metal Doors and Frames........................................................................................... 13 08 31 16 Access Panels and Frames...................................................................................................... 03 08 33 00 Electric Rolling Counter Shutters with Integral Frame......................................................... 05 08 33 13 Rolling Counter Shutters with Integral Frame....................................................................... 04 08 41 03 Fire Protective Metal Doors and Frames............................................................................... 05 08 41 13 Aluminum Entrances and Storefronts.................................................................................... 07 08 44 26 Point Supported Structural Glass........................................................................................... 08 08 45 23 Fiberglass Sandwich Panel Wall System............................................................................... 07 08 51 13 Aluminum Windows.............................................................................................................. 11 08 56 19 Pass-Thru Window................................................................................................................. 05 08 71 00 Door Hardware .................................................................................................................. 39 08 78 00 Special Function Hardware .................................................................................................... 05 08 80 00 Glazing .................................................................................................................. 08 08 88 13 Fire Rated Glazing.................................................................................................................. 05 08 90 01 Louvers and Vents.................................................................................................................. 04 DIVISION 09 - FINISHES
09 22 16 Non-Structural Metal Framing............................................................................................... 10 09 24 00 Portland Cement Plaster......................................................................................................... 09 09 29 00 Gypsum Board .................................................................................................................. 07 09 30 13 Tiling .................................................................................................................. 11 09 51 13 Acoustical Panel Ceiling....................................................................................................09 09 51 33 Acoustical Metal Ceiling........................................................................................................ 06 09 64 21 Wood Gymnasium Flooring................................................................................................... 07 09 65 13 Rubber Base .................................................................................................................. 04 09 68 00 Carpet .................................................................................................................. 03 09 68 13 Carpet Tile .................................................................................................................. 03 09 77 00 Fiberglass Reinforced Wall Panels........................................................................................ 06 09 77 13 Fiberglass Reinforced Panel................................................................................................... 07 09 84 00 Direct-Attached Acoustical Panels........................................................................................ 06 09 90 00 Painting and Coating .............................................................................................................. 09 09 96 23 Graffiti-Resistant Coating ...................................................................................................... 04 DIVISION 10 – SPECIALTIES
10 14 00 Signage .................................................................................................................. 10 10 21 16 Solid Plastic Toilet Compartment.......................................................................................... 05 10 26 13 Corner Guards .................................................................................................................. 03 10 28 13 Toilet and Janitor Accessories ............................................................................................... 04 10 44 13 Fire Extinguisher and Cabinets.............................................................................................. 04 DIVISION 11 – EQUIPMENT
B
B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 REV. 2
PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT TABLE OF CONTENTS
CITY OF SANTA CLARITA P-3034A 00 01 10-6
11 40 00 Food Service Equipment....................................................................................................37 11 52 23 Motorized Lift ..............................................................................................................04 11 66 23 Basketball Equipment ........................................................................................................09 DIVISION 12 – FURNISHINGS
12 36 61 Quartz Countertops............................................................................................................07 12 93 00 Furnishings ..............................................................................................................03 DIVISION 13 – SPECIAL CONSTRUCTION
13 47 13 Corrosion Monitoring / Cathodic Protection .....................................................................10 DIVISION 21 – FIRE-SUPPRESSION
21 13 13 Fire-Suppression Sprinkler System........................................................................................ 16 DIVISION 22 – PLUMBING
22 05 13 Basic Plumbing Materials and Methods................................................................................ 21 22 05 53 Plumbing Identification.......................................................................................................... 03 22 07 00 Plumbing Insulation................................................................................................................ 06 22 10 00 Plumbing Piping and Fixtures ............................................................................................... 21 DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING 23 05 00 Common Work Results HVAC ............................................................................................ 08 23 05 93 Testing, Adjusting, and Balancing for HVAC ..................................................................... 12 23 07 00 HVAC Insulation .................................................................................................................. 09 23 08 00 HVAC Systems Commissioning ........................................................................................... 07 23 09 00 HVAC Controls .................................................................................................................. 13 23 30 00 HVAC Air Distribution.......................................................................................................... 14 23 80 00 HVAC (Heating, Ventilating and Air Conditioning) Equipment ......................................... 10 DIVISION 26 - ELECTRICAL
26 05 00 Common Work Results for Electrical.................................................................................... 06 26 05 13 Basic Electrical Materials and Methods ................................................................................ 11 26 05 19 Low-Voltage Wires (600 Volt AC) ....................................................................................... 07 26 05 26 Grounding and Bonding......................................................................................................... 05 26 05 33 Raceways and Boxes Fitting and Supports............................................................................ 08 26 05 86 Motors and Drives.................................................................................................................. 04 26 08 00 Electrical Systems Commissioning........................................................................................ 07 26 09 23 Lighting Control System........................................................................................................ 09 26 24 16 Panelboards .................................................................................................................. 05 26 26 00 Switchboards .................................................................................................................. 04 26 50 00 Lighting .................................................................................................................. 14 26 55 64 Theatrical LED Lighting / Show Dimming System.............................................................. 16 DIVISION 27 – COMMUNICATIONS
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 REV. 2
PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT TABLE OF CONTENTS
CITY OF SANTA CLARITA P-3034A 00 01 10-7
27 41 16 Integrated Audio-Video Systems and Equipment................................................................. 59 DIVISION 28 – ELECTRONIC SAFETY AND SECURITY
28 16 00 Intrusion Detection and Alarm............................................................................................... 25 28 31 00 Fire Detection and Alarm....................................................................................................... 35 28 31 49 Carbon Monoxide Detection and Alarm Systems................................................................. 05 28 41 29 Closed Circuit Television System.......................................................................................... 09 DIVISION 31 – EARTHWORK
31 22 00 Grading .................................................................................................................. 03 31 23 00 Earthwork .................................................................................................................. 04 31 23 16 Trenching Backfill and Compaction...................................................................................... 17 DIVISION 32 – EXTERIOR IMPROVEMENTS
32 01 13 Rolled Slurry Seal, Existing Pavement.................................................................................. 02 32 01 17 Asphalt Pavement Repair....................................................................................................... 03 32 01 90 Operation and Maintenance of Planting ................................................................................ 05 32 11 16 Aggregate Base .................................................................................................................. 03 32 12 16 Asphalt Paving .................................................................................................................. 06 32 13 13 Portland Cement Concrete Paving (Pedestrian) .................................................................... 17 32 14 00 Unit Paving .................................................................................................................. 08 32 16 00 Curbs, Gutters, Sidewalks, and Drives.................................................................................. 06 32 17 13 Precast Concrete Parking Bumpers........................................................................................ 02 32 17 23 Pavement Markings................................................................................................................ 12 32 17 26 Detectable Warning Surfaces................................................................................................. 05 32 80 00 Planting Irrigation .................................................................................................................. 21 32 90 00 Planting .................................................................................................................. 22 32 91 13 Soil Preparation .................................................................................................................. 05 DIVISION 33 – SITE IMPROVEMENTS
33 01 10 Waterline Disinfection & Testing.......................................................................................... 06 33 05 09 Piping General .................................................................................................................. 17 33 05 31 PVC Gravity Pipe .................................................................................................................. 03 33 05 31.16 PVC Gravity Pipe (AWWA C900, Modified)..................................................................... 07 33 05 33.13 HDPE Gravity Pipe............................................................................................................... 05 33 12 16 Valves and Appurtenances..................................................................................................... 22 33 14 17 Service Connections............................................................................................................... 04 33 14 23 Manholes, Vaults & Meter Boxes.......................................................................................... 05 33 40 00 Storm Drainage Utilities......................................................................................................... 24

END OF TABLE OF CONTENTS
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 REV. 2
PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT TABLE OF CONTENTS
CITY OF SANTA CLARITA P-3034A 00 01 10-8
Appendices / References
A. Standards
a. City of Santa Clarita Information Bulletins and Standard Details website:
• santaclarita.gov/building-safety/info-bulletins-details/

END OF DOCUMENT
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 REV. 2
PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT TABLE OF CONTENTS
CITY OF SANTA CLARITA P-3034A 00 01 10-1
DOCUMENT 00 01 10
This contract shall be in conformance with the Construction Specification Institute (CSI) Standard Specifications

TABLE OF CONTENTS
Division Document Title

INTRODUCTORY INFORMATION
00 01 01 Title Page
00 01 07 Seals Page
00 01 10 Table of Contents
00 01 15 List of Drawing, Tables, Schedules and Technical Specifications

BIDDING REQUIREMENTS
00 11 13 Advertisement for Bids
00 11 16 Notice Inviting Bids
00 21 00 Access, Indemnity and Release Agreement
00 21 13 Instructions to Bidders
00 31 32 Geotechnical Data and Existing Conditions

BID FORMS AND BID SUBMITTALS
00 41 13 Bid Form
00 43 13 Bond Accompanying Bid
00 43 14 Bidder Registration Form
00 43 36 Subcontractors Listing
00 45 13 Statement of Qualifications for Construction Work 00 45 13A Statement of Qualifications Questionnaire
00 45 19 Non-Collusion Declaration
00 45 46 Bidder Certifications
00 45 48 CARB Off-Road-Diesel Certification

CONTRACT FORMS
00 50 50 Notice of Intent to Award for Construction
00 51 00 Notice of Award
00 52 00 Agreement
00 55 00 Notice to Proceed
00 61 13.13 Construction Performance Bond
00 61 13.16 Construction Labor and Material Payment Bond 00 62 90 Escrow Agreement for Security Deposits in Lieu of Retention Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum #4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT ELECTRIC ROLLING COUNTER SHUTTERS

WITH INTEGRAL FRAME
CITY OF SANTA CLARITA P-3034A 08 33 00-1
SECTION 08 33 00

ELECTRIC ROLLING COUNTER SHUTTERS WITH INTEGRAL FRAME
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Electric operated rolling counter shutters with integral frame.

B. Related Sections:

1. 05 50 00 Metal Fabrications.

2. 09 90 00 Painting and Coating.

3. Division 26. Electrical wiring and conduit, fuses, disconnect switches, connection of operator to power supply, and installation of control station and wiring

1.02 SYSTEM DESCRIPTION
A. Design Requirements:

1. Wind Loading:
a. Supply door to withstand up to 5 psf design wind load.

1.03 SUBMITTALS
A. Reference Section 01 33 00 Submittal Procedures; submit the following items:

1. Product Data.

2. Shop Drawings: Include special conditions not detailed in Product Data. Show interface with adjacent work.

3. Quality Assurance/Control Submittals:
a. Provide manufacturer ISO 9001:2015 registration.
b. Provide manufacturer and installer qualifications - see below. c. Provide manufacturer's installation instructions.
d. Provide manufacturer’s Health Product Declaration (HPD) for each product.

4. Closeout Submittals:
a. Operation and Maintenance Manual.
b. Certificate stating that installed materials comply with this specification.

B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum #4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT ELECTRIC ROLLING COUNTER SHUTTERS

WITH INTEGRAL FRAME
CITY OF SANTA CLARITA P-3034A 08 33 00-2

1.04 QUALITY ASSURANCE
A. Qualifications:

1. Manufacturer Qualifications: ISO 9001:2015 registered and a minimum of five years experience in producing counter doors of the type specified.

2. Installer Qualifications: Manufacturer’s approval

1.05 DELIVERY STORAGE AND HANDLING
A. Follow manufacturer’s instructions.

1.06 WARRANTY
A. Standard Warranty: Two years from date of shipment against defects in material and workmanship.

B. Maintenance: Submit for owner’s consideration and acceptance of a maintenance service agreement for installed products.

PART 2 PRODUCTS

2.01 MANUFACTURER
A. Manufacturer:

1. Basis of Design: Cookson: 1901 South Litchfield Road, Goodyear, AZ 85338.

Telephone: (855) 950-3672.

2. Cornell

3. Clopay Building Product

2.02 PRODUCT INFORMATION
A. Model: ESC20

2.03 MATERIALS
A. Curtain:

1. Slat Configuration:
a. Stainless Steel: No. 1F, interlocked flat-faced slats, 1-1/2 inches (38 mm) high by 1/2 inch (13 mm) deep, minimum 22 gauge AISI type 304 #4 finish stainless steel with stainless steel angle bottom bar with lift handles and vinyl astragal.

B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum #4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT ELECTRIC ROLLING COUNTER SHUTTERS

WITH INTEGRAL FRAME
CITY OF SANTA CLARITA P-3034A 08 33 00-3

2. Finish:
a. Stainless Steel: type 304 #4 finish.

B. Endlocks: Fabricate interlocking slat sections with high strength molded nylon endlocks riveted to ends of alternate slats.

C. Head and Jamb Frame: Integral welded with guide groove incorporated into jamb design

1. Fabrication:
a. Stainless Steel: 16 gauge AISI 300 series formed shape

2. Finish:
a. Stainless Steel: type 304 #4 finish.

D. Shaft Assembly:

1. Counterbalance Shaft Assembly:
a. Barrel: Steel pipe capable of supporting curtain load with maximum deflection of 0.03 inches per foot (2.5 mm per meter) of width b. Spring Balance: Oil-tempered, heat-treated steel helical torsion spring assembly designed for proper balance of door to ensure that maximum effort to operate will not exceed 25 lbs (110 N). Provide wheel for applying and adjusting spring torque.

E. Brackets:

Fabricate from reinforced steel plate with bearings at rotating support points to support counterbalance shaft assembly and form end closures for hood.

1. Finish:
a. Stainless Steel: type 304 #4 finish
F. Hood and Fascia: Minimum 24 gauge stainless steel with reinforced top and bottom edges.

1. Finish:
a. Stainless steel: type 304 #4 finish.

G. Countertop: Custom design as indicated in drawings.

2.04 OPERATION

1. Motor - Evergard Tube Motor Operator: Complete electric tube motor operator with 120V Single Phase, Nema1 Wall Mounted Control Unit, 24V rechargeable battery back-up, 12 ft long, pre-wired, wiring harness, solenoid actuated brake and speed governor and 3 button push button station. Motor is rated for a maximum of 10 cycles per hour, 24 VDC TENV motor, overload protection, cULus B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum #4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT ELECTRIC ROLLING COUNTER SHUTTERS

WITH INTEGRAL FRAME
CITY OF SANTA CLARITA P-3034A 08 33 00-4
recognized, with a rating as recommended by door manufacturer for size and type of door. Operator shall be capable of driving the door at a speed of 3 to 8 inches per second (8.69 to 20.22 cm/sec). Operator shall also be capable of 12-28 RPM.

Fully adjustable mechanical internal worm limit switch mechanism shall synchronize the operator with the door. The electrical contractor shall mount the control stations and supply the appropriate disconnect switch all conduit and wiring per the overhead door wiring instructions. Provide a guide mounted interlock system to prevent damage to the door and operator when mechanical door locking devices are provided.
a. Supply model EverGard Motor Control Box with programmable logic board and back-up power supply. 120v AC input power with auto switch to 24v DC back-up power. Back-up power to provide power for 10 cycles (25 minutes).
i. (2) 12v rechargeable lead sealed batteries.
ii. Programmable battery self-testing.
iii. Monitoring points for open/close position, AC power loss and battery low voltage.
iv. 12’ wiring whip to connect control box and motor standard (Optional 25’, 50’, 75’ & 120’ available).
v. Emergency Push Button (EPB): Flush mounted, single red push button station wired for emergency open function only.
vi. Door power indicator: Flush mounted voltage monitor for battery back-up system. Flashing red light indicates low battery power and maintenance check-up. Can be located up to 150 ft. away from motor control box.
vii. Non-resettable cycle counter.
viii. UL325 compliant system.

2.05 ACCESSORIES
A. Countertop:

1. As indicated in drawings.

PART 3 EXECUTION

3.01 EXAMINATION
A. Examine substrates upon which work will be installed and verify conditions are in accordance with approved shop drawings.

B. Coordinate with responsible entity to perform corrective work on unsatisfactory substrates.

C. Commencement of work by installer is acceptance of substrate.

B
B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum #4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT ELECTRIC ROLLING COUNTER SHUTTERS

WITH INTEGRAL FRAME
CITY OF SANTA CLARITA P-3034A 08 33 00-5

3.02 INSTALLATION
A. Install door and operating equipment with necessary hardware, anchors, inserts, hangers and supports.

B. Follow manufacturer's installation instructions.

3.03 ADJUSTING
A. Following completion of installation, including related work by others, lubricate, test, and adjust doors for ease of operation, free from warp, twist, or distortion

3.04 CLEANING
A. Clean surfaces soiled by work as recommended by manufacturer.

B. Remove surplus materials and debris from the site.

3.05 DEMONSTRATION
A. Demonstrate proper operation to Owner's Representative.

B. Instruct Owner's Representative in maintenance procedures.

END OF SECTION
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT ROLLING COUNTER SHUTTER WITH INTEGRAL FRAME CITY OF SANTA CLARITA P-3034A 08 33 13-1
SECTION 08 33 13

ROLLING COUNTER SHUTTERS WITH INTEGRAL FRAME
PART 1 GENERAL

1.01 SUMMARY
A. Section Includes: Manual rolling counter doors.

B. Related Sections:

1. 05 50 00 Metal Fabrications.

2. 08 71 00 Door Hardware

3. 09 90 00 Painting and Coating

4. Division 26. Electrical wiring and conduit, fuses, disconnect switches, connection of operator to power supply, and installation of control station and wiring.

1.02 SYSTEM DESCRIPTION
A. Design Requirements:

1. Wind Loading:
a. Supply door to withstand up to 5 psf design wind load.

1.03 SUBMITTALS
A. Reference Section 01 33 00 Submittal Procedures; submit the following items:

1. Product Data

2. Shop Drawings: Include special conditions not detailed in Product Data. Show interface with adjacent work.

3. Quality Assurance/Control Submittals:
a. Provide manufacturer ISO 9001:2015 registration.
b. Provide manufacturer and installer qualifications - see below. c. Provide manufacturer's installation instructions.
d. Provide manufacturer’s Health Product Declaration (HPD) for each product.

4. Closeout Submittals:
a. Operation and Maintenance Manual
B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT ROLLING COUNTER SHUTTER WITH INTEGRAL FRAME CITY OF SANTA CLARITA P-3034A 08 33 13-2
b. Certificate stating that installed materials comply with this specification.

1.04 QUALITY ASSURANCE
A. Qualifications:

1. Manufacturer Qualifications: ISO 9001:2015 registered and a minimum of five years experience in producing counter doors of the type specified.

2. Installer Qualifications: Manufacturer’s approval.

1.05 DELIVERY STORAGE AND HANDLING
A. Follow manufacturer’s instructions.

1.06 WARRANTY
A. Standard Warranty: Two years from date of shipment against defects in material and workmanship.

B. Maintenance: Submit for owner’s consideration and acceptance of a maintenance service agreement for installed products.

PART 2 PRODUCTS

2.01 MANUFACTURER
A. Manufacturer:

1. Basis of Design: Cookson: 1901 South Litchfield Road, Goodyear, AZ 85338.

Telephone: (855) 950-3672.

2. Cornell

3. Clopay Building Products

2.02 PRODUCT INFORMATION
A. Model: ESC20

2.03 MATERIALS
A. Curtain:

1. Slat Configuration:
a. Stainless Steel: No. 1F, interlocked flat-faced slats, 1-1/2 inches (38 mm) high by 1/2 inch (13 mm) deep, minimum 22 gauge AISI type 304 B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT ROLLING COUNTER SHUTTER WITH INTEGRAL FRAME CITY OF SANTA CLARITA P-3034A 08 33 13-3
#4 finish stainless steel with stainless steel angle bottom bar with lift handles and vinyl astragal.

2. Finish:
a. Stainless Steel: type 304 #4 finish
B. Endlocks: Fabricate interlocking slat sections with high strength molded nylon endlocks riveted to ends of alternate slats.

C. Head and Jamb Frame: Integral welded with guide groove incorporated into jamb design

1. Fabrication:
a. Stainless Steel: 16 gauge AISI 300 series formed shape

2. Finish:
a. Stainless Steel: type 304 #4 finish
D. Shaft Assembly:

1. Counterbalance Shaft Assembly:
a. Barrel: Steel pipe capable of supporting curtain load with maximum deflection of 0.03 inches per foot (2.5 mm per meter) of width b. Spring Balance: Oil-tempered, heat-treated steel helical torsion spring assembly designed for proper balance of door to ensure that maximum effort to operate will not exceed 25 lbs (110 N). Provide wheel for applying and adjusting spring torque
E. Brackets:

Fabricate from reinforced steel plate with bearings at rotating support points to support counterbalance shaft assembly and form end closures for hood.

1. Finish:
a. Stainless Steel: type 304 #4 finish
F. Hood and Fascia: Minimum 24 gauge stainless steel with reinforced top and bottom edges.

1. Finish:
a. Stainless steel: type 304 #4 finish
G. Countertop: Custom design as indicated in drawings.

2.04 OPERATION
A. Manual Operation:

1. Push-Up: Manual lift or pole with hook
B
B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT ROLLING COUNTER SHUTTER WITH INTEGRAL FRAME CITY OF SANTA CLARITA P-3034A 08 33 13-4

2.05 ACCESSORIES
A. Locking:

1. Masterkeyable cylinder lock: Operable from sides of bottom bar. Provide Interlock switches on motor operated units.
a. Schlage Mortise Cylinder
B. Countertop:

1. As indicated in drawings.

PART 3 EXECUTION

3.01 EXAMINATION
A. Examine substrates upon which work will be installed and verify conditions are in accordance with approved shop drawings
B. Coordinate with responsible entity to perform corrective work on unsatisfactory substrates.

3.02 INSTALLATION
A. Install door and operating equipment with necessary hardware, anchors, inserts, hangers and supports.

B. Follow manufacturer's installation instructions.

3.03 ADJUSTING
A. Following completion of installation, including related work by others, lubricate, test, and adjust doors for ease of operation, free from warp, twist, or distortion.

3.04 CLEANING
A. Clean surfaces soiled by work as recommended by manufacturer.

B. Remove surplus materials and debris from the site.

3.05 DEMONSTRATION
A. Demonstrate proper operation to Owner's Representative.

B. Instruct Owner's Representative in maintenance procedures.

END OF SECTION
B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT CARPET
CITY OF SANTA CLARITA P-3034A 09 68 00-1
SECTION 09 68 00
CARPET
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Carpet.

B. Carpet cushion.

C. Edge strips.

D. Adhesives.

E. Items required for complete installation.

1.02 RELATED SECTIONS
A. Section 03 30 00 - Cast-in-Place Concrete.

B. Section 09 65 13 – Rubber Base

1.03 SUBMITTALS
A. Submit under provisions of Section 01 33 00.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

C. Verification Samples: For each finish product specified, two samples, representing actual product and finish.

D. Seaming Layout: Submit proposed seaming layout.

E. Extra Stock: Submit extra stock equal to 2% of total installed.

1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Minimum 5 year experience manufacturing similar products.

B. Installer Qualifications: Minimum 2 year experience installing similar products.

C. Performance: Fire performance meeting requirements of building code and local authorities.

1.05 PRE-INSTALLATION MEETINGS
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT CARPET
CITY OF SANTA CLARITA P-3034A 09 68 00-2
A. Convene minimum two weeks prior to starting work of this section.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store products in manufacturer's unopened packaging bearing the brand name and manufacturer's identification until ready for installation.

B. Handling: Handle materials to avoid damage.

1.07 PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.

1.08 SEQUENCING
A. Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.

1.09 WARRANTY
A. Manufacturer Warranty: Manufacturer shall warranty their carpet for a minimum of ten (10) years from date of installation and final acceptance by the Owner.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Acceptable Manufacturers:

1. Basis of Design: Shaw Carpet

2.02 MATERIALS
A. Carpet Material:

1. Material: Scepter II, 50521

2. Size: 12 feet

3. Type: Broadloom

4. Construction: Solid cut

5. Color: As selected by Architect from manufacturer’s standard colors.

6. Installation Method: Direct glue down.

7. Backing: Classicbac.

B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT CARPET
CITY OF SANTA CLARITA P-3034A 09 68 00-3

8. Auxiliary Materials:
a. Metal edge strip clear anodized finish.
b. Adhesives, water resistant, mildew resistant, nonflammable, and nonstaining adhesives as recommended by carpet manufacturer.
c. Concrete primers for carpet installation.
d. Seaming tape for seams as recommended by the carpet manufacturer for the type of seam used in installation.
e. Leveling compound.

B. Carpet Cushions:

1. Type: Rubber.

2. Service: Extra heavy traffic.

PART 3 EXECUTION

3.01 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify AOR of unsatisfactory preparation before proceeding.

3.02 PREPARATION
A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions and in proper relationship with adjacent construction. Test for proper operation and adjust until satisfactory results are obtained.

B. Comply with recommendations of Carpet and Rug Institute 'Specifier's Handbook'.

3.04 PROTECTION
A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION
B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT CARPET TILE
CITY OF SANTA CLARITA P-3034A 09 68 13-1
SECTION 09 68 13

CARPET TILE
PART 1 GENERAL

1.01 SECTION INCLUDES
A. Carpet tile.

B. Edge strips.

C. Adhesives.

D. Items required for complete installation

1.02 RELATED SECTIONS
A. Section 03 30 00 - Cast-in-Place Concrete.

B. Section 09 65 13 – Rubber Base

1.03 SUBMITTALS
A. Submit under provisions of Section 01 33 00.

B. Product Data: Manufacturer's data sheets on each product to be used, including:

1. Preparation instructions and recommendations.

2. Storage and handling requirements and recommendations.

3. Installation methods.

C. Verification Samples: For each finish product specified, two samples, representing actual product and finish.

D. Extra Stock: Submit extra stock equal to 2% of total installed.

1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Minimum 5 year experience manufacturing similar products.

B. Installer Qualifications: Minimum 2 year experience installing similar products.

C. Performance: Fire performance meeting requirements of building code and local authorities.

1.05 PRE-INSTALLATION MEETINGS
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT CARPET TILE
CITY OF SANTA CLARITA P-3034A 09 68 13-2
A. Convene minimum two weeks prior to starting work of this section.

1.06 DELIVERY, STORAGE, AND HANDLING
A. Deliver and store products in manufacturer's unopened packaging bearing the brand name and manufacturer's identification until ready for installation.

B. Handling: Handle materials to avoid damage.

1.07 PROJECT CONDITIONS
A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's recommended limits.

1.08 SEQUENCING
A. Ensure that products of this section are supplied to affected trades in time to prevent interruption of construction progress.

1.09 WARRANTY
A. Manufacturer Warranty: Manufacturer shall warranty their carpet for a minimum of ten (10) years from date of installation and final acceptance by the Owner.

PART 2 PRODUCTS

2.01 MANUFACTURERS
A. Acceptable Manufacturers:

1. Basis of Design: EF Contract

2.02 MATERIALS
A. Carpet Tile:

1. Material: Dart KRAR.

2. Construction: Textile Composite.

3. Backing: Standard.

4. Color: As selected in drawings.

5. Installation Method: Glue-down.

6. Auxiliary Materials:
a. Metal edge strip clear anodized finish.

B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 PROJECT SPECIFICATIONS for BIDDING (Addendum 4) 11/01/2024

THE RINK SPORTS PAVILION PROJECT CARPET TILE
CITY OF SANTA CLARITA P-3034A 09 68 13-3
b. Adhesives, water resistant, mildew resistant, nonflammable, and nonstaining adhesives as recommended by carpet manufacturer.
c. Concrete primers for carpet installation.
d. Seaming tape for seams as recommended by the carpet manufacturer for the type of seam used in installation.
e. Leveling compound.

PART 3 EXECUTION

3.01 EXAMINATION
A. Do not begin installation until substrates have been properly prepared.

B. If substrate preparation is the responsibility of another installer, notify AOR of unsatisfactory preparation before proceeding.

3.02 PREPARATION
A. Clean surfaces thoroughly prior to installation.

B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best result for the substrate under the project conditions.

3.03 INSTALLATION
A. Install in accordance with manufacturer's instructions and in proper relationship with adjacent construction. Test for proper operation and adjust until satisfactory results are obtained.

B. Comply with recommendations of Carpet and Rug Institute 'Specifier's Handbook'.

3.04 PROTECTION
A. Protect installed products until completion of project.

B. Touch-up, repair or replace damaged products before Substantial Completion.

END OF SECTION
B
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

ROLLING COUNTER DOOR
Model ESC20 with frame and integrated sill

ROLLING COUNTER DOOR PACKAGE UNIT

TECHNICAL DETAILS
11/2"

SLAT CROSS SECTION
Minumum
Maximum
4 3/4”
13”

WALL THICKNESS REQUIREMENTS
Face of Wall 5’
Between Jambs 6’
11’6”
11’6”
Width Height
Between Jamb
Between Jamb
Face of Wall
Push-up
Tube Motor / Crank
Push-up / Crank / Tube Motor
3 7/8”
6 7/8”
3 7/8”
1’ 2 7/16”
1’ 2 7/16”
2 3/16”
Add to Desired Clear
Opening Width Mounting Operation
Add to Desired Clear
Opening Height

MAXIMUM ROUGH OPENING WIDTH AND OPENING HEIGHT

DETERMINING ROUGH OPENING WIDTH
In order to calculate the desired clear opening, you must account for the jamb of the unit. The jamb will sit within the opening, therefore taking away from some of the clear opening. To ensure the nal product achieves your desired clear opening, you must add the below dimension to it. Please note that the dimensions will vary based on mounting and operation.
800.233.8366 | cornelliron.com
CornellCookson, Inc. is an ISO 9001:2015 registered company

6.2022
The dimensions featured on this sheet are provided as a rough guide for planning purposes. Exact dimensions cannot be provided until field conditions and all options are confirmed. Once field conditions are confirmed, please visit our website at www.cornelliron.com/drawings to generate custom drawings on demand for your specific opening.

Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5

CUSTOM-DESIGNED SOLUTIONS
Our experienced Architectural Design Support Team can customize our products to fit your specific application.

Call 800.233.8366 ext. 4551 • [email protected] ROLLING COUNTER DOOR PACKAGE UNIT Model ESC20 with integral frame and sill CLEAR

OPENING
HEIGHT

CLEAR OPENING
WIDTH
WALL

THICKNESS
DISTANCE 0'-2"

FASTENER EDGE
0'-
9 16"

GUIDE PROJECTION

COIL SIDE
0'-
9 16"

GUIDE PROJECTION

FASCIA SIDE

HOOD PROJECTION

FROM WALL

WALL THICKNESS
0'-19
16"

SILL PROJECTION

COIL SIDE
0'-19 16"

SILL PROJECTION

FASCIA SIDE SILL
DEPTH

TRIM PIECE INSTALLED AFTER

PACKAGE UNIT IS FASTENED

TO THE OPENING

ROUGH OPENING
WIDTH

ROUGH OPENING
HEIGHT

FRONT SIDE GUIDE PROJECTION

FRONT SIDE GUIDE PROJECTION

FACE OF WALL

BETWEEN JAMBS

ROUGH OPENING
WIDTH
0'-23 DISTANCE 16"

FASTENER EDGE
ROUGH

OPENING
HEIGHT
CLEAR

OPENING
WIDTH
CLEAR

OPENING
HEIGHT
WALL

THICKNESS
0'-29 16"

GUIDE PROJECTION

COIL SIDE
0'-
5 8"

GUIDE PROJECTION

FASCIA SIDE

WALL THICKNESS
0'-107 8"

HOOD PROJECTION

FROM WALL
0'-39 16"

SILL PROJECTION

COIL SIDE
0'-15 8"

SILL PROJECTION

FASCIA SIDE
SILL
DEPTH
0'-1113 16"

HOOD PROJECTION

ABOVE HEADER

TRIM PIECE INSTALLED AFTER

PACKAGE UNIT IS FASTENED

TO THE OPENING
The dimensions featured on this sheet are provided as a rough guide for planning purposes. Exact dimensions cannot be provided until field conditions and all options are confirmed. Once field conditions are confirmed, please visit our website at www.cornelliron.com/drawings to generate custom drawings on demand for your specific opening. 800.233.8366 | cornelliron.com
CornellCookson, Inc. is an ISO 9001:2015 registered company

6.2022
Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 R. T. FRANKIAN & ASSOCIATES
26027 Huntington Lane Suite A Santa Clarita California 91355 tel. (818) 531-1501 www.rtfrankian.com
October 25, 2024
City of Santa Clarita
23920 Valencia Boulevard
Santa Clarita, California 91355 Job No. 2004-037-004
Attention: Ms. Araz Valijan
Subject: Report of Geotechnical Observations and Testing Grading to Construct Building Pad
Proposed Roller-Skating Rink
Existing Santa Clarita Sports Complex
Southeast of Golden Valley Road and Centre Pointe Parkway Santa Clarita, California
References: See Attached List
Ladies/Gentlemen:

This report presents the results of our geotechnical field observations and field density testing of compacted fill placed to construct a building pad for the proposed roller-skating rink at the subject site. This report only summarizes the results of the grading performed to construct the subject building pad that was performed during the period of September 6, 2024, through October 11, 2024.

The grading work summarized in this report involved the removal of the upper three feet of soil in the area of the proposed roller-skating rink and the replacement of that material as compacted fill, elevated to 130 percent of optimum moisture content. The intent of the grading was to reduce the expansion potential of the upper fill soils and to utilize those recompacted soils to provide support of the foundations and floor slabs of the proposed roller-skating rink.

EXHIBIT C Docusign Envelope ID: 753D7D44-1CAE-4E41-BC00-655AE379EFE5 City of Santa Clarita
October 25, 2024
2004-037-004

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